CN206289531U - A kind of pre-buried steel part mounting and positioning device of pier cap damping tenon - Google Patents
A kind of pre-buried steel part mounting and positioning device of pier cap damping tenon Download PDFInfo
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- CN206289531U CN206289531U CN201621373416.9U CN201621373416U CN206289531U CN 206289531 U CN206289531 U CN 206289531U CN 201621373416 U CN201621373416 U CN 201621373416U CN 206289531 U CN206289531 U CN 206289531U
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- steel part
- buried steel
- pier cap
- positioning device
- groove profile
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Abstract
The utility model discloses a kind of pre-buried steel part mounting and positioning device of pier cap damping tenon, including the supporting steel frame installed in pier cap sizing punching block top, adjust the positioning groove profile block of the pre-buried steel part vertical and horizontal position, and for adjusting the adjusting means of the pre-buried steel part elevation location, located lateral plate is provided with the supporting steel frame, the mounting hole installed for the lateral adjustments bolt of the regulation pre-buried steel part lateral attitude is offered on the located lateral plate, the mounting hole installed for the longitudinally adjust bolt of the regulation pre-buried steel part lengthwise position is offered respectively on the edge of a wing of the positioning groove profile block both sides.The utility model simple structure and easy to operate, input cost is few, reasonable in design, it is easily installed, using effect is good and practical value is high, position to preburied component before shock mount, damping tenon are installed positions, and reduces human and material resources required when later stage installation shock mount, damping tenon, while improve the overall security of bridge.
Description
Technical field
The utility model belongs to technical field of bridge, installs fixed more particularly, to a kind of pre-buried steel part of pier cap damping tenon
Position device.
Background technology
With the continuous acceleration of the urbanization process of our countries, Provincial Communications Fundamental Construction becomes decision China economic lifeline
Mainstay.The continuation in-depth of the railway of China, highway, the great development of municipal works great-leap-forward at this stage, along with science skill
The progress of art, the high-strength of bridge construction material, lightweight, the research and development of multifunctional performance have promoted the fast development of science of bridge building.I
National complicated various, the geological conditions various regions difference of vast in territory, topography and geomorphology it is very big, fault zone spreads all over the country, these
Objective condition determines that the technical difficulty of science of bridge building is big, construction level requirement is high, from science of bridge building in the important of urban development
For in meaning, science of bridge building has become an important symbol for urban construction level.
The construction of science of bridge building is a systemic engineering that technical requirements are high, difficulty of construction is big, various specialties cover, existing
Stage our countries Bridge Construction always with scientific research, innovation interpromoting relation in five elements together, science of bridge building be exactly often one newly
Technology, new technology application or technical research, the scientific research project promoted.In conventional Bridge Construction, subtract at bridge pier cap
The installation for shaking the pre-buried steel part of bearing to be accurately positioned always be difficult to and controls, and as a result always position, absolute altitude error are larger, and the later stage subtracts
Shake bearing, damping tenon mounting and adjusting size are big, installation quality has hidden danger, and it is time-consuming, taking a lot of work certainly will cause certain economic damage
Lose.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, there is provided a kind of pier cap
The pre-buried steel part mounting and positioning device of damping tenon, its simple structure, reasonable in design, use value are high, accurate by positioning groove profile block
Position horizontal and vertical when pre-buried steel part is installed is adjusted, while adjusting the absolute altitude position that screw mandrel adjusts pre-buried steel part by absolute altitude
Put, make the installation site of later stage shock mount, damping tenon accurate, reduce pre-buried steel part installation and follow-up damping tenon is installed and needs to use
Human and material resources deliver.
In order to solve the above technical problems, the technical solution adopted in the utility model is：A kind of pre-buried steel part of pier cap damping tenon
Mounting and positioning device, it is characterised in that：Including the supporting steel frame installed in pier cap sizing punching block top, adjust described pre-buried
The positioning groove profile block of steel part vertical and horizontal position and the adjusting means for adjusting the pre-buried steel part elevation location, institute
State and be provided with supporting steel frame located lateral plate, offered on the located lateral plate for the regulation pre-buried steel part lateral attitude
Lateral adjustments bolt install mounting hole, offered respectively on the edge of a wing of the positioning groove profile block both sides for regulation it is described pre-buried
The mounting hole that the longitudinally adjust bolt of steel part lengthwise position is installed.
A kind of above-mentioned pre-buried steel part mounting and positioning device of pier cap damping tenon, it is characterized in that：The located lateral plate is by two groups
Constituted along the located lateral plate that the supporting steel frame is longitudinally laid, located lateral plate described in every group is by two relative transverse directions laid
Location-plate is constituted, and the mounting hole opened up on the located lateral plate is welded with the inside of the located lateral plate laterally to be adjusted with described
The transverse weld nut that section bolt matches.
A kind of above-mentioned pre-buried steel part mounting and positioning device of pier cap damping tenon, it is characterized in that：The positioning groove profile block both sides
Two mounting holes are transversely symmetrically offered on the edge of a wing respectively, on the inside of the edge of a wing of the mounting hole along the positioning groove profile block both sides
It is welded with the longitudinal measure nut matched with the longitudinally adjust bolt.
A kind of above-mentioned pre-buried steel part mounting and positioning device of pier cap damping tenon, it is characterized in that：Adjust the pre-buried steel part absolute altitude
The adjusting means of position is that absolute altitude adjusts screw mandrel, and the quantity of the absolute altitude regulation screw mandrel is four.
A kind of above-mentioned pre-buried steel part mounting and positioning device of pier cap damping tenon, it is characterized in that：Opened up on the positioning groove profile block
The lower weld for having the mounting hole passed through for absolute altitude regulation screw mandrel, the mounting hole has and absolute altitude regulation screw mandrel phase
The first adjusting nut matched somebody with somebody.
A kind of above-mentioned pre-buried steel part mounting and positioning device of pier cap damping tenon, it is characterized in that：It is described positioning groove profile block with it is described
Pre-buried steel part adjusts screw mandrel and is connected to one by the absolute altitude, and the positioning groove profile block is arranged on the supporting steel frame
Portion, and be laid in the plane of located lateral plate composition described in two groups.
A kind of above-mentioned pre-buried steel part mounting and positioning device of pier cap damping tenon, it is characterized in that：In located lateral plate described in every group
Two distances of the relative institute's located lateral plate laid width big 50mm~100mm more horizontal than the positioning groove profile block,
Length small 150mm of the width of the supporting steel frame longitudinal direction than the positioning groove profile block longitudinal direction.
A kind of above-mentioned pre-buried steel part mounting and positioning device of pier cap damping tenon, it is characterized in that：Fixed peace on the pre-buried steel part
Equipped with two pieces of absolute altitude location-plates, every piece of absolute altitude location-plate be installed with that two confession absolute altitudes regulation screw mandrels pass through the
Two adjusting nuts, four second adjusting nuts are arranged in same level.
A kind of above-mentioned pre-buried steel part mounting and positioning device of pier cap damping tenon, it is characterized in that：In the absolute altitude regulation screw mandrel
Between position be welded with a fixing nut.
A kind of above-mentioned pre-buried steel part mounting and positioning device of pier cap damping tenon, it is characterized in that：First adjusting nut and second is adjusted
Section nut is a pair positive and negative nuts.
The utility model has advantages below compared with prior art：
1. simple structure and easy to operate, input cost is few.The lateral adjustments bolt that is set on positioning groove profile block and vertical
To regulating bolt can the pre-buried steel part of accurate adjustment install when horizontal and vertical position, it is easy to operate.
2. reasonable in design, is easily installed.The absolute altitude of pre-buried steel part adjusts screw mandrel to be adjusted by absolute altitude, and mark
The first location nut and the second location nut that top adjustment screw mandrel two ends are set are that, with positive silk or with anti-silk, disclosure satisfy that operation
Continuity of the personnel in operation.
3. using effect is good and practical value is high.Position to preburied component before shock mount, damping tenon are installed is entered
Row positioning, reduces human and material resources required when later stage installation shock mount, damping tenon, while improve the overall peace of bridge
Quan Xing.
In sum, the utility model simple structure and easy to operate, input cost is few；Reasonable in design, is easy to peace
Dress；Using effect is good and practical value is high；The security of bridge is effectively improved, human and material resources are saved, construction work is shortened
Phase.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Brief description of the drawings
Fig. 1 is use state figure of the present utility model.
Fig. 2 is the top view of Fig. 1.
Fig. 3 is the upward view of Fig. 1.
Description of reference numerals:
1-supporting steel frame；2-positioning groove profile block；3-pre-buried steel part；
4-lateral adjustments top bolt；4-1-transverse weld nut；5-longitudinally adjust top bolt；
5-1-longitudinal measure nut；6-absolute altitude adjusts screw mandrel；6-1-the first adjusting nut；
6-2-fixing nut；6-3-the second location nut；7-located lateral plate；
8-absolute altitude location-plate.
Specific embodiment
The pre-buried steel part mounting and positioning device of a kind of pier cap damping tenon as shown in Figure 1, Figure 2, Figure 3 shows, including installed in described
The supporting steel frame 1 on pier cap sizing punching block top, the positioning groove profile block 2 for adjusting the vertical and horizontal position of pre-buried steel part 3 and
Adjusting means for adjusting the elevation location of pre-buried steel part 3, is provided with located lateral plate 7 on the supporting steel frame 1, described
The mounting hole installed for the lateral adjustments bolt 4 of the regulation lateral attitude of pre-buried steel part 3, institute are offered on located lateral plate 7
The longitudinally adjust bolt 5 for the regulation lengthwise position of pre-buried steel part 3 is offered on the edge of a wing for stating the both sides of positioning groove profile block 2 respectively
The mounting hole of installation.
When actually used, the horizontal tune for the regulation lateral attitude of pre-buried steel part 3 is offered on the located lateral plate 7
The mounting hole that section bolt 4 is installed, the diameter of mounting hole is preferably 24mm.
When actually used, offered respectively on the edge of a wing of the both sides of positioning groove profile block 2 and indulged for the regulation pre-buried steel part 3
To the mounting hole that the longitudinally adjust bolt 5 of position is installed, the diameter of mounting hole is preferably 24mm.
When actually used, positioning groove profile block 2 is the steel plate of δ=16mm, the groove profile of positioning groove profile block 2 welded using steel plate group or
Person's bender bending is prepared from.
When actually used, supporting steel frame 1 is two angle steel of 50 × 5~∠ of ∠ 100 × 10 of transversely relative laying, according to
The big I of weight of supporting steel frame 1 adds angle steel lacing on supporting steel frame 1, it is therefore an objective to strengthen the rigidity of supporting steel frame 1.
When actually used, lateral adjustments bolt 4 is the bolt of M20 × 150, the bolt of longitudinally adjust bolt 5M20 × 150.
As shown in Fig. 2 in the present embodiment, the located lateral plate 7 is by two groups of horizontal strokes laid along the longitudinal direction of the supporting steel frame 1
Constituted to location-plate 7, located lateral plate 7 described in every group is made up of two relative located lateral plates 7 laid, the located lateral
The mounting hole opened up on plate 7 is welded with the horizontal weldering matched with the lateral adjustments bolt 4 in the inner side of the located lateral plate 7
Connected nut 4-1.
When actually used, transverse weld nut 4-1 is M20 nuts, and pre-buried steel part 3 is adjusted by lateral adjustments bolt 4
Lateral attitude on pier cap.
In the present embodiment, two mounting holes are transversely symmetrically offered respectively on the edge of a wing of the both sides of positioning groove profile block 2,
The mounting hole is welded with vertical with what the longitudinally adjust bolt 5 matched along the edge of a wing inner side of the both sides of positioning groove profile block 2
To welded nut 5-1.
When actually used, longitudinal measure nut 5-1 is M20 nuts, logical to state longitudinally adjust bolt 5 to adjust pre-buried steel part 3
Lengthwise position on pier cap.
As shown in figure 3, in the present embodiment, adjusting the adjusting means of the elevation location of pre-buried steel part 3 for absolute altitude adjusts silk
Bar 6, the quantity of the absolute altitude regulation screw mandrel 6 is four.
In the present embodiment, the mounting hole passed through for absolute altitude regulation screw mandrel 6, institute are offered on the positioning groove profile block 2
Stating the lower weld of mounting hole has the first adjusting nut 6-1 matched with absolute altitude regulation screw mandrel 6.
When actually used, the first adjusting nut 6-1 is M20 nuts.
When actually used, the first adjusting nut 6-1 is arranged on the middle part of the positioning groove profile block 2, preferably according to rectangle
Lay, disclosure satisfy that the sized of the horizontal and vertical position of pre-buried steel part 3.
In the present embodiment, the positioning groove profile block 2 is adjusted screw mandrel 6 and is fixed and connected with the pre-buried steel part 3 by the absolute altitude
One is connected in, the positioning groove profile block 2 is arranged on the top of the supporting steel frame 1, and is laid in 7 groups of located lateral plate described in two groups
Into plane in.
The positioning groove profile block 2 is fixedly connected with the supporting steel frame 1 by way of welding.
In the present embodiment, the distance of two relative institute located lateral plates 7 laid compares institute in located lateral plate 7 described in every group
Big 50mm~the 100mm of width of the transverse direction of positioning groove profile block 2 is stated, the width of the longitudinal direction of the supporting steel frame 1 is than the locating slot
The small 150mm of length of the longitudinal direction of type block 2, meets the adjustment size requirement of the positioner.
In the present embodiment, two pieces of absolute altitude location-plates 8, every piece of absolute altitude positioning are installed with the pre-buried steel part 3
Plate 8 is installed with the second adjusting nut 6-3 that two confession absolute altitude regulation screw mandrels 6 are passed through, four the second regulation spiral shells
Female 6-3 is arranged in same level.
When actually used, the second adjusting nut 6-3 is M20 nuts, and four the second adjusting nut 6-3 are preferably according to rectangle
Lay, and meet the physical equilibrium during preburied component 3 is adjusted.
When actually used, absolute altitude location-plate 8 as bottom the second adjusting nut 6-3 of absolute altitude regulation screw mandrel 6 location-plate.
In the present embodiment, the middle part of the absolute altitude regulation screw mandrel 6 is welded with a fixing nut 6-2.
When actually used, fixing nut 6-2 is M20 nuts, during as adjusting pre-buried 3 absolute altitude of steel part, the torsion of spanner
Square impetus, fixing nut 6-2 can cause positioning groove profile block 2 to change with the spacing of pre-buried steel part 3 for the rotation of M20 nuts,
So as to realize that pre-buried steel part 3 reaches the purpose of predetermined absolute altitude.
In the present embodiment, the first adjusting nut 6-1 and the second adjusting nut 6-3 is a pair positive and negative nuts, meets and is adjusting
The habituation and continuity of operating personnel's operation when saving the absolute altitude of pre-buried steel part 3.
The above, is only preferred embodiment of the present utility model, and not the utility model is imposed any restrictions, every
Any simple modification, change and the equivalent structure change made to above example according to the utility model technical spirit, still
Belong in the protection domain of technical solutions of the utility model.
Claims (10)
1. the pre-buried steel part mounting and positioning device of a kind of pier cap damping tenon, it is characterised in that：Including installed in pier cap sizing steel
The supporting steel frame (1) on mould top, positioning groove profile block (2) for adjusting pre-buried steel part (3) the vertical and horizontal position and it is used for
The adjusting means of pre-buried steel part (3) elevation location is adjusted, located lateral plate (7), institute are provided with the supporting steel frame (1)
State the peace for being offered on located lateral plate (7) and being installed for the lateral adjustments bolt (4) of regulation pre-buried steel part (3) lateral attitude
Dress hole, offers for the vertical of regulation pre-buried steel part (3) lengthwise position respectively on the edge of a wing of positioning groove profile block (2) both sides
To the mounting hole that regulating bolt (5) is installed.
2. according to the pre-buried steel part mounting and positioning device of a kind of pier cap damping tenon described in claim 1, it is characterised in that：The horizontal stroke
It is made up of two groups of located lateral plates (7) longitudinally laid along the supporting steel frame (1) to location-plate (7), it is laterally fixed described in every group
Position plate (7) is made up of two relative located lateral plates (7) laid, and the mounting hole opened up on the located lateral plate (7) is in institute
State located lateral plate (7) inner side and be welded with the transverse weld nut (4-1) matched with the lateral adjustments bolt (4).
3. according to the pre-buried steel part mounting and positioning device of a kind of pier cap damping tenon described in claim 1, it is characterised in that：It is described fixed
Two mounting holes are transversely symmetrically offered respectively on the edge of a wing of position groove profile block (2) both sides, and the mounting hole is along the locating slot
The edge of a wing inner side of type block (2) both sides is welded with the longitudinal measure nut (5-1) matched with the longitudinally adjust bolt (5).
4. according to the pre-buried steel part mounting and positioning device of a kind of pier cap damping tenon described in claim 1, it is characterised in that：Regulation institute
The adjusting means of pre-buried steel part (3) elevation location is stated for absolute altitude adjusts screw mandrel (6), the quantity of absolute altitude regulation screw mandrel (6) is
Four.
5. according to the pre-buried steel part mounting and positioning device of a kind of pier cap damping tenon described in claim 1 or 4, it is characterised in that：Institute
State to be offered in positioning groove profile block (2) and adjust the mounting hole that screw mandrel (6) is passed through, the lower weld of the mounting hole for the absolute altitude
Have and adjust the first adjusting nut (6-1) that screw mandrel (6) matches with the absolute altitude.
6. according to the pre-buried steel part mounting and positioning device of a kind of pier cap damping tenon described in claim 1 or 4, it is characterised in that：Institute
Positioning groove profile block (2) is stated to be connected to one by absolute altitude regulation screw mandrel (6) with the pre-buried steel part (3), it is described fixed
Position groove profile block (2) is arranged on the supporting steel frame (1) top, and is laid in the plane of located lateral plate (7) composition described in two groups
It is interior.
7. according to the pre-buried steel part mounting and positioning device of a kind of pier cap damping tenon described in claim 6, it is characterised in that：Every group of institute
Two distances of relative institute's located lateral plate (7) for laying are more horizontal than positioning groove profile block (2) in stating located lateral plate (7)
To width big 50mm~100mm, the length of the width than positioning groove profile block (2) longitudinal direction of supporting steel frame (1) longitudinal direction
Small 150mm.
8. according to the pre-buried steel part mounting and positioning device of a kind of pier cap damping tenon described in claim 5, it is characterised in that：It is described pre-
Bury and two pieces of absolute altitude location-plates (8) are installed with steel part (3), every piece of absolute altitude location-plate (8) is installed with two confessions
The absolute altitude adjusts the second adjusting nut (6-3) that screw mandrel (6) is passed through, and four second adjusting nuts (6-3) are arranged on together
On one horizontal plane.
9. according to the pre-buried steel part mounting and positioning device of a kind of pier cap damping tenon described in claim 4, it is characterised in that：The mark
The middle part of top adjustment screw mandrel (6) is welded with a fixing nut (6-2).
10. according to the pre-buried steel part mounting and positioning device of a kind of pier cap damping tenon described in claim 8, it is characterised in that：First
Adjusting nut (6-1) and the second adjusting nut (6-3) are a pair positive and negative nuts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621373416.9U CN206289531U (en) | 2016-12-14 | 2016-12-14 | A kind of pre-buried steel part mounting and positioning device of pier cap damping tenon |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621373416.9U CN206289531U (en) | 2016-12-14 | 2016-12-14 | A kind of pre-buried steel part mounting and positioning device of pier cap damping tenon |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206289531U true CN206289531U (en) | 2017-06-30 |
Family
ID=59104706
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621373416.9U Active CN206289531U (en) | 2016-12-14 | 2016-12-14 | A kind of pre-buried steel part mounting and positioning device of pier cap damping tenon |
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| CN (1) | CN206289531U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107498703A (en) * | 2017-09-01 | 2017-12-22 | 中天建设集团有限公司 | The two-way automatic Tensioning mould of prestressing force mortar Decorative hanging board |
| CN111502307A (en) * | 2020-05-01 | 2020-08-07 | 重庆交通大学 | Multidirectional positioning device and positioning method for underground embedded steel pipe column |
| CN111926707A (en) * | 2020-07-14 | 2020-11-13 | 中建安装集团有限公司 | Positioning device and method for realizing assembly joint connection in assembly bridge engineering |
-
2016
- 2016-12-14 CN CN201621373416.9U patent/CN206289531U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107498703A (en) * | 2017-09-01 | 2017-12-22 | 中天建设集团有限公司 | The two-way automatic Tensioning mould of prestressing force mortar Decorative hanging board |
| CN111502307A (en) * | 2020-05-01 | 2020-08-07 | 重庆交通大学 | Multidirectional positioning device and positioning method for underground embedded steel pipe column |
| CN111926707A (en) * | 2020-07-14 | 2020-11-13 | 中建安装集团有限公司 | Positioning device and method for realizing assembly joint connection in assembly bridge engineering |
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