CN208167503U - A kind of bridge construction suspension bridge column - Google Patents
A kind of bridge construction suspension bridge column Download PDFInfo
- Publication number
- CN208167503U CN208167503U CN201820295144.8U CN201820295144U CN208167503U CN 208167503 U CN208167503 U CN 208167503U CN 201820295144 U CN201820295144 U CN 201820295144U CN 208167503 U CN208167503 U CN 208167503U
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- China
- Prior art keywords
- plate
- support plate
- partial pressure
- bridge
- alloy
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 20
- 239000000725 suspension Substances 0.000 title claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 25
- 229910000851 Alloy steel Inorganic materials 0.000 claims abstract description 22
- 230000003319 supportive effect Effects 0.000 claims abstract description 21
- 238000005728 strengthening Methods 0.000 claims 1
- 210000002435 tendon Anatomy 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000000956 alloy Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 229910045601 alloy Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of bridge construction suspension bridge columns, its structure includes the first support plate, supportive body, second support plate, securing plate, tightening nut, locking plate, divide block, connecting rod, expansion board, connecting plate, divide piece, securing plate is equipped with reinforcing rib, alloy-steel plate, principal rod, reinforcing bar block, reinforcing rib sets there are two and is embedded in the inside of the first support plate and the second support plate, reinforcing rib is welded on the left and right ends of alloy-steel plate, the utility model passes through the securing plate being equipped with, bridge can be reinforced in the middle section of column, keep the stability of bridge higher, when meeting with earthquake or other huge collisions, column does not allow easy fracture, more protect the safety of bridge.
Description
Technical field
The utility model is a kind of bridge construction suspension bridge column, belongs to column field.
Background technique
Bridge construction is to build the process of bridge according to design content；It refers mainly to bridge Construction Technology and construction organization, apply
The contents such as work management, construction quality.
Prior art discloses application No. is：201320593309.7 a kind of bridge construction suspension bridge column, including bottom
Seat, casing, steel column and reinforcing beam, the steel column are set to pedestal top, and the steel column is equipped with through-hole, and the casing is set
In in through-hole, the reinforcing beam is set to pedestal lower part, and the prior art is only reinforced from top or bottom, in column
Between not any reinforcement measure, be broken between will lead to column therefrom, bridge caused to have the danger collapsed.
Utility model content
In view of the deficienciess of the prior art, the utility model aim is to provide a kind of bridge construction suspension bridge column, with
It solves the prior art only to be reinforced from top or bottom, in the not any reinforcement measure in the centre of column, will lead to vertical
Column therefrom between be broken, cause bridge to have the dangerous problem collapsed.
To achieve the goals above, the utility model is to realize by the following technical solutions：A kind of bridge construction is just
Bridge column, structure include the first support plate, supportive body, the second support plate, securing plate, tightening nut, locking plate, partial pressure
Block, connecting rod, expansion board, connecting plate, partial pressure piece, first support plate are vertically fixed on the front of supportive body and using welderings
It connects in succession, second support plate is fixed on the rear of supportive body by rivet, and the supportive body is welded on partial pressure vertically
The center of block upper surface, the securing plate set there are two and respectively embedded in the second support plate right lateral surface, the locking plate is set
There are two being threadedly coupled above and by screw with the screw thread mouth for dividing block upper surface, the tightening nut passes through internal screw thread spiral shell
Rotation is connected to the top of locking plate, and the top of the connecting rod is welded on one through the inside of partial pressure block and the bottom of locking plate
It rises, the bottom end of the connecting rod and the bottom end clearance fit inside partial pressure block, the connecting plate are installed in the bottom of partial pressure block simultaneously
And using interference fit, the expansion board is welded on the lower section of connecting plate, and the partial pressure piece is vertically welded in the inside of partial pressure block
And parallel to each other with connecting rod, the securing plate is equipped with reinforcing rib, alloy-steel plate, principal rod, reinforcing bar block, and the reinforcing rib is set
There are two and be embedded in the inside of the first support plate and the second support plate, the reinforcing rib is welded on the left and right two of alloy-steel plate
End, the principal rod extend vertically through the middle section of alloy-steel plate and using being welded to connect, and the reinforcing bar block is mounted on alloy-steel plate
Inside and be fixed by screws in the right side of principal rod, the alloy-steel plate passes through screw thread and supportive body right lateral surface
Screw thread mouth is threadedly coupled.
Further, first support plate and the second support plate are parallel to each other.
Further, the connecting rod is connected through a screw thread through partial pressure block with connecting plate.
Further, the tightening nut is conllinear with locking plate axle center.
Further, the locking plate and partial pressure block are orthogonal.
Further, first support plate is that alloy material is made with the second support plate, and use for a long time will not be curved
Song deformation.
Further, pressure can be uniformly distributed on each plate by the partial pressure piece, and the pressure for being subject to device becomes smaller.
Beneficial effect
A kind of bridge construction suspension bridge column of the utility model can be in the middle section of column to bridge by the securing plate being equipped with
Beam is reinforced, and keeps the stability of bridge higher, and when meeting with earthquake or other huge collisions, column does not allow easy fracture, is more protected
The safety of bridge is protected.
Detailed description of the invention
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, other spies of the utility model
Sign, objects and advantages will become more apparent upon：
Fig. 1 is a kind of structural schematic diagram of bridge construction suspension bridge column of the utility model.
Fig. 2 is the structural schematic diagram of the utility model securing plate section
Fig. 3 is a kind of structural schematic diagram of bridge construction suspension bridge column section of the utility model.
In figure：First support plate -1, supportive body -2, the second support plate -3, securing plate -4, tightening nut -5, locking plate -
6, block -7, connecting rod -8, expansion board -9, connecting plate -10, partial pressure piece -11, reinforcing rib -401, alloy-steel plate -402, stress are divided
Muscle -403, reinforcing bar block -404.
Specific embodiment
To be easy to understand the technical means, creative features, achievement of purpose, and effectiveness of the utility model, below
In conjunction with specific embodiment, the utility model is further described.
Fig. 1-Fig. 3 is please referred to, the utility model provides a kind of bridge construction suspension bridge column：Its structure includes the first support
Plate 1, supportive body 2, the second support plate 3, securing plate 4, tightening nut 5, locking plate 6, partial pressure block 7, connecting rod 8, expansion board 9,
Connecting plate 10, partial pressure piece 11, first support plate 1 is vertically fixed on the front of supportive body 2 and using welded connecting, described
Second support plate 3 is fixed on the rear of supportive body 2 by rivet, and the supportive body 2 is welded on partial pressure 7 upper surface of block vertically
Center, the securing plate 4 set there are two and respectively embedded in 3 right lateral surface of the second support plate, there are two the locking plate 6 is set
It is threadedly coupled above and by screw with the screw thread mouth for dividing 7 upper surface of block, the tightening nut 5 is connected by internal screw thread spiral
It is connected to the top of locking plate 6, the top of the connecting rod 8 is welded on one through the inside of partial pressure block 7 and the bottom of locking plate 6
It rises, the bottom end of the connecting rod 8 and the bottom end clearance fit inside partial pressure block 7, the connecting plate 10 are installed in the bottom of partial pressure block 7
Portion and using interference fit, the expansion board 9 is welded on the lower section of connecting plate 10, and the partial pressure piece 11 is vertically welded in partial pressure
The inside of block 7 and parallel to each other with connecting rod 8, the securing plate 4 are equipped with reinforcing rib 401, alloy-steel plate 402, principal rod
403, reinforcing bar block 404, the reinforcing rib 401 set there are two and are embedded in the inside of the first support plate 1 and the second support plate 3, institute
The left and right ends that reinforcing rib 401 is welded on alloy-steel plate 402 are stated, the principal rod 403 extends vertically through the middle section of alloy-steel plate 402
And using being welded to connect, the reinforcing bar block 404 is mounted on the inside of alloy-steel plate 402 and is fixed by screws in principal rod
403 right side, the alloy-steel plate 402 are threadedly coupled by screw thread with the screw thread mouth of 2 right lateral surface of supportive body, and described first
Support plate 1 and the second support plate 3 are parallel to each other, and the connecting rod 8 is connected through a screw thread through partial pressure block 7 with connecting plate 10, institute
It is conllinear with 6 axle center of locking plate to state tightening nut 5, the locking plate 6 hangs down mutually with partial pressure block 7, first support plate 1 and second
Support plate 3 is that alloy material is made, use for a long time will not bending deformation, the partial pressure piece 11 can uniformly disperse pressure
Onto each plate, the pressure for being subject to device becomes smaller.
Principal rod 403 described in the utility model is also main reinforcement, refers in concrete structure, to by bases such as curved, pressure, drawings
The configuration of this component is mainly used to bear the reinforcing bar of the tensile stress as caused by load or compression, and effect is to make holding for component
It carries power and meets structural function.
It is carrying out in use, the main body of the first support plate 1, supportive body 2, the top of the second support plate 3 and bridge is welded
It is connected together, by expansion board 9 together with ground welding, when being shaken, active force is from level to level by partial pressure block 7 and partial pressure
Piece 11 disperses, and the pressure for being subject to column is reduced, by the first clamping head 401 being buckled together with supportive body 2 tightly, by second
Clamping head 403 and the first support plate 1 of its left and right ends and the second support plate 3 are fastened to each other, support supportive body 2 and first
Plate 1, the second support plate 3 can share pressure transmission to alloy cladding layer 402 and concrete layer 404 when being shaken,
All active forces of column are reduced, the safety of bridge is more protected.
Its structure and principle are all that this technology personnel can be learnt by technical manual or be known by routine experiment method,
The utility model solves the problems, such as it is that the prior art is only reinforced from top or bottom, not any in the centre of column
Reinforcement measure is broken between will lead to column therefrom, and bridge is caused to have the danger collapsed, and the utility model is mutual by above-mentioned component
It is combined, bridge can be reinforced in the middle section of column, keep the stability of bridge higher, meet with earthquake or other are huge
Column does not allow easy fracture when collision, more protects the safety of bridge, described in detail below:
The reinforcing rib 401 sets there are two and is embedded in the inside of the first support plate 1 and the second support plate 3, the reinforcement
Muscle 401 is welded on the left and right ends of alloy-steel plate 402, and the principal rod 403 extends vertically through the middle section of alloy-steel plate 402 and adopts
With welded connecting, the reinforcing bar block 404 is mounted on the inside of alloy-steel plate 402 and is fixed by screws in principal rod 403
Right side, the alloy-steel plate 402 are threadedly coupled by screw thread with the screw thread mouth of 2 right lateral surface of supportive body.
The basic principles and main features of the present invention and the advantages of the present invention have been shown and described above, for
For those skilled in the art, it is clear that the present invention is not limited to the details of the above exemplary embodiments, and without departing substantially from this
In the case where the spirit or essential attributes of utility model, the utility model can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the utility model is by institute
Attached claim rather than above description limit, it is intended that will fall within the meaning and scope of the equivalent elements of the claims
All changes are embraced therein.It should not treat any reference in the claims as limiting related right
It is required that.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (5)
1. a kind of bridge construction suspension bridge column, structure includes the first support plate（1）, supportive body（2）, the second support plate
（3）, securing plate（4）, tightening nut（5）, locking plate（6）, partial pressure block（7）, connecting rod（8）, expansion board（9）, connecting plate（10）,
Divide piece（11）, first support plate（1）It is vertically fixed on supportive body（2）Front and using being welded to connect, described the
Two support plates（3）Supportive body is fixed on by rivet（2）Rear, it is characterised in that：
The supportive body（2）It is welded on partial pressure block vertically（7）The center of upper surface, the securing plate（4）If there are two and
It is embedded in the second support plate respectively（3）Right lateral surface, the locking plate（6）Equipped with two or more and pass through screw and partial pressure block
（7）The screw thread mouth of upper surface is threadedly coupled, the tightening nut（5）Locking plate is connected to by internal screw thread spiral（6）Top,
The connecting rod（8）Top through partial pressure block（7）Inside and locking plate（6）Bottom weld together, the connecting rod
（8）Bottom end and partial pressure block（7）Internal bottom end clearance fit, the connecting plate（10）It is installed in partial pressure block（7）Bottom simultaneously
And using interference fit, the expansion board（9）It is welded on connecting plate（10）Lower section, the partial pressure piece（11）It is vertically welded in point
Briquetting（7）Inside and and connecting rod（8）It is parallel to each other；
The securing plate（4）Equipped with reinforcing rib（401）, alloy-steel plate（402）, principal rod（403）, reinforcing bar block（404）, described to add
Strengthening tendons（401）If there are two and embedded in the first support plates（1）With the second support plate（3）Inside, the reinforcing rib（401）Weldering
It connects in alloy-steel plate（402）Left and right ends, the principal rod（403）Extend vertically through alloy-steel plate（402）Middle section and adopt
With welded connecting, the reinforcing bar block（404）It is mounted on alloy-steel plate（402）Inside and be fixed by screws in principal rod
（403）Right side, the alloy-steel plate（402）Pass through screw thread and supportive body（2）The screw thread mouth of right lateral surface is threadedly coupled.
2. a kind of bridge construction suspension bridge column according to claim 1, it is characterised in that：First support plate（1）
With the second support plate（3）It is parallel to each other.
3. a kind of bridge construction suspension bridge column according to claim 1, it is characterised in that：The connecting rod（8）Run through
Divide block（7）With connecting plate（10）It is connected through a screw thread.
4. a kind of bridge construction suspension bridge column according to claim 1, it is characterised in that：The tightening nut（5）With
Locking plate（6）Axle center is conllinear.
5. a kind of bridge construction suspension bridge column according to claim 1, it is characterised in that：The locking plate（6）With point
Briquetting（7）It is orthogonal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820295144.8U CN208167503U (en) | 2018-03-02 | 2018-03-02 | A kind of bridge construction suspension bridge column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820295144.8U CN208167503U (en) | 2018-03-02 | 2018-03-02 | A kind of bridge construction suspension bridge column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208167503U true CN208167503U (en) | 2018-11-30 |
Family
ID=64384722
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820295144.8U Expired - Fee Related CN208167503U (en) | 2018-03-02 | 2018-03-02 | A kind of bridge construction suspension bridge column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208167503U (en) |
-
2018
- 2018-03-02 CN CN201820295144.8U patent/CN208167503U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200430 Address after: No.78, Section 1, Xinhua Road, Shuangta District, Chaoyang City, Liaoning Province Patentee after: Chaoyang Anxin Highway Engineering Co.,Ltd. Address before: 056000 312 Zhang Zhang village, North Zhang Zhuang Town, Hanshan District, Handan, Hebei Patentee before: Zhang Xizhong |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181130 |