CN201778289U - Vertical rotating hinge system for arch rib structure - Google Patents

Vertical rotating hinge system for arch rib structure Download PDF

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Publication number
CN201778289U
CN201778289U CN2010205090872U CN201020509087U CN201778289U CN 201778289 U CN201778289 U CN 201778289U CN 2010205090872 U CN2010205090872 U CN 2010205090872U CN 201020509087 U CN201020509087 U CN 201020509087U CN 201778289 U CN201778289 U CN 201778289U
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CN
China
Prior art keywords
hinge
vertical transfer
rib structure
hinge system
fixed
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Expired - Lifetime
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CN2010205090872U
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Chinese (zh)
Inventor
徐升桥
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China Railway Engineering Consulting Group Co Ltd
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China Railway Engineering Consulting Group Co Ltd
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Priority to CN2010205090872U priority Critical patent/CN201778289U/en
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Abstract

The utility model discloses a vertical rotating hinge system for an arch rib structure, which comprises a hinge seat, a hinge shaft, a support leg, a catch and a stop block, wherein the hinge seat is fixed on an arch seat; the hinge shaft is rotatably arranged in the hinge seat; the support leg is radially arranged outside the hinge shaft; a groove which is matched with the outer surface of the hinge shaft is arranged inside the catch, and the bottom of the catch is fixed on the arch seat; and the stop block is arranged at one end of the hinge shaft and fixed on the arch seat. The utility model has simple structure, is definite to transfer force, is safe and reliable, is not only suitable for a parallel arch rib structure, but also used for a cabas-type arch rib structure, has wide applicability to the vertical rotation of the arch rib, ensures that the vertical rotation process is safe and more reliable and can promote the further application of a vertical rotation method on an arch rib construction method.

Description

The vertical transfer hinge system that is used for rib structure
Technical field
The utility model relates to the bridge structure field, particularly relates to a kind of vertical transfer hinge system that is used for rib structure.
Background technology
Arch bridge worldwide has long history.Because of advantages such as it have that span ability is big, supporting capacity is high, cost economic, stability are good, handsome in appearance, become one of principal mode of modern emerging long span bridge beam.The main construction method of arch bridge has the support method, the erection with cableway and the method or the like of turning.The vertical transfer method is as turning a kind of of method, and vertical transfer turning hinge system wherein is the key constructs in the vertical transfer method always.
The general design of existing vertical transfer hinge has two kinds of axial pin type and contacts, and the axial pin type structure is generally by last pendulum, and the bottom and hinge constitute, and the bottom is fixed on the basis, last pendulum and rib structure one, and during vertical transfer, structure is rotated around hinge by last pendulum, and the hinge maintenance is motionless.The contact turning hinge generally is made of free bearing and hinge, and free bearing is fixed on the basis, hinge then with the rib structure one, during vertical transfer, the vertical transfer that comes implementation structure by the rotation of hinge in free bearing.Wherein, fixedly the basis of the bottom or free bearing is generally the abut of concrete structure, is used to simplify the construction of arch bridge.
The pin type turning hinge is simple in structure, and stressed clear and definite, safe and reliable, the vertical transfer angle is big, but the vertical transfer weight that can bear is very limited, is not suitable for the utilization of large scale structure vertical transfer.Contact turning hinge vertical transfer weight can be very big, but the vertical transfer angle is limited, and present contact turning hinge is at textural imperfection, for example: universal performance is poor, and the restriction of countershaft and protection are all not enough etc.So this two kinds of vertical transfers hinge all only is applied to vertical transfers of parallel rib structure at present on engineering, the complexity of the structure of hand basket type arch bridge and particularity in addition, these two kinds of vertical transfers hinges are not all used on hand basket type rib structure.
The utility model content
(1) technical problem that will solve
The technical problems to be solved in the utility model is: how to make the vertical transfer hinge system both be applicable to parallel rib structure, be applicable to hand basket type rib structure again, satisfy the requirement of arch rib vertical transfer construction.
(2) technical scheme
In order to solve the problems of the technologies described above, the utility model provides a kind of vertical transfer hinge system that is used for rib structure, and it comprises:
Free bearing is fixed on the abut;
Hinge can be rotatably set in the described free bearing;
The support leg is disposed radially outside described hinge;
Padlock, its inside have the groove adaptive with the external surface of described hinge, and its bottom is fixed on the described abut;
Block is arranged on an end of described hinge, and is fixed on the abut.
The above-mentioned vertical transfer hinge system that is used for rib structure, the axis normal of described hinge is in the vertical transfer plane of vertical transfer hinge system.
The above-mentioned vertical transfer hinge system that is used for rib structure, described support leg is the steel box structure, and described support leg is welded on the described hinge.
The above-mentioned vertical transfer hinge system that is used for rib structure, described hinge is the cylindrical steel tubular structure, its closed at both ends, and inner fill concrete material.
The above-mentioned vertical transfer hinge system that is used for rib structure, described free bearing comprises:
Base plate is provided with from the horizontal by certain angle of inclination, and its underrun anchor bar and stone bolt are fixed on the abut;
The semi arch plate is arranged on the described base plate, and described hinge is installed in it;
Gripper shoe is vertically installed between described base plate and the semi arch plate.
The above-mentioned vertical transfer hinge system that is used for rib structure, described block is a concrete component.
Be provided with between the above-mentioned vertical transfer hinge system that is used for rib structure, described block and hinge and contact steel plate.
The above-mentioned vertical transfer hinge system that is used for rib structure, described padlock is fixed on the abut by stone bolt.
The above-mentioned vertical transfer hinge system that is used for rib structure, described contact steel plate is fixed in the described block by the anchor bar that is arranged on its back side.
The above-mentioned vertical transfer hinge system that is used for rib structure, described support leg and padlock all have a plurality of.
(3) beneficial effect
The vertical transfer hinge system that is used for rib structure that the utility model provides, simple structure, power transmission is clear and definite, safe and reliable, both be applicable to parallel rib structure, also be applicable to hand basket type rib structure, the vertical transfer of arch rib had been had extensive applicability, make the vertical transfer process safer, reliable, can promote the further application of vertical transfer method on arch rib construction method.
Description of drawings
Fig. 1 is the front view of the vertical transfer hinge system that is used for rib structure of the utility model embodiment;
Fig. 2 is the lateral view of the vertical transfer hinge system that is used for rib structure of the utility model embodiment;
Fig. 3 is the lateral view of the free bearing of the utility model embodiment;
Fig. 4 is the sectional view of the free bearing of the utility model embodiment;
Fig. 5 is the lateral view of the padlock of the utility model embodiment;
Fig. 6 is the sectional view of the padlock of the utility model embodiment.
Wherein, 1: abut; 2: the support leg; 3: hinge; 4: free bearing; 5: padlock; 6: block; 7: the semi arch plate; 8: base plate; 9: base plate; 10: stone bolt; 11: anchor bar; 12: the contact steel plate.
The specific embodiment
Below in conjunction with drawings and Examples, the specific embodiment of the present utility model is described in further detail.Following examples are used to illustrate the utility model, but are not used for limiting scope of the present utility model.
As depicted in figs. 1 and 2, the utility model vertical transfer hinge system of being used for rib structure comprises support leg 2, hinge 3, free bearing 4, padlock 5 and block 6.Support leg 2 is the syndeton of rib structure and hinge 3, by support leg 2 rib structure is bearing on the hinge 3; Hinge 3 is placed in the free bearing 4, the revolving member of hinge 3 during as vertical transfer; Free bearing 4 is fixed on the abut 1; Padlock 5 latches on the hinge 3, and padlock 5 inside have and the adaptive groove of hinge 3 external surfaces, and its bottom is fixed on the abut 1; Block 6 is arranged on an end of hinge 3, and is fixed on the abut 1.
Particularly, the axis normal of hinge 3 is in the vertical transfer plane at vertical transfer hinge system place, promptly perpendicular to the vertical facade of circuit, to guarantee carrying out smoothly of vertical transfer.Hinge 3 can be set to the cylindrical steel tubular structure, closed at both ends, and inner fill concrete is to strengthen its rigidity.
General single abut arch rib steel structure generally is divided into inside and outside two when vertical transfer is constructed, in the support leg of interior outer plate arch rib is arranged on separately in the plane of outer plate arch rib, the support leg upper extreme point of interior outer plate arch rib is in arch rib plane internal coordinate unanimity, lower extreme point then is the intersection point of arch rib plane, the interior outside and vertical transfer hinge line, and this line of 2 is the axis direction of support leg.For parallel rib structure, the support leg structure of interior outer plate arch rib is in full accord, and for hand basket type rib structure, the interior outer plate rib structure except that the support leg is in full accord, so just facilitates and simplifies the prefabricated and pre-assembly location of factory greatly.Only need during installation can make parallel arch rib tilt to be supported on the horizontal hinge shaft with angle, realize the hand basket arch structure by length according to side stay leg inside and outside the shape adjustments of pre-assembly.Thus, rib structure, support leg 2 and hinge 3 link into an integrated entity the revolving member during as vertical transfer.
Wherein, support leg 2 adopts the steel box structure, and the one end can be connected with rib structure by welding or bolt mode, and the other end is welded on the hinge 3.Particularly, many group support legs 2 can be set in the above according to the length of hinge 3, support leg 2 can be set to V-arrangement, with the supporting arch rib structure.
As shown in Figure 3 and Figure 4, free bearing 4 is a steel work, mainly is made of semi arch plate 7, base plate 8 and base plate 9, and hinge 3 is placed in the semi arch plate 7, hinge 3 can slide in semi arch plate 7, the frictional resistance of filling greasing substance when reducing to relatively rotate between hinge 3 and the semi arch plate 7.Base plate 8 is vertically installed between semi arch plate 7 and the base plate 9, and semi arch plate 7 is bearing on the base plate 9, and base plate 9 is fixed on the abut 1 by bottom surface welding anchor bar 11 and installation stone bolt 10.Base plate 9 is provided with certain inclination angle with horizontal plane, and the resultant direction that makes each state in the whole vertical transfer process and free bearing 4 vertical line sail angles front and back are about equally.
Padlock 5 fastens hinge 3, directly is anchored on the abut 1, skids off to prevent that hinge 3 meets accident in the vertical transfer process, strengthens the safety of vertical transfer.As shown in Figure 5 and Figure 6, the contact surface of padlock 5 and hinge 3 is set to the shape of hinge 3 suitable, and padlock 5 directly is anchored on the abut 1 by stone bolt 10.In actual application, a plurality of padlocks 5 can be set in the above according to the length of hinge 3.Block 6 adopts concrete component, be arranged on hinge 3 one ends, be fixed on the abut 1, lateral force that the opposing rib structure transmits and the lateral displacement that limits hinge 3, block 6 is provided with hinge 3 one end in contact faces and contacts steel plate 12, the frictional force of filling greasing substance when reducing to rotate, contact steel plate 12 is fixed in the block 6 by the anchor bar at the steel plate back side.
In the present embodiment, hinge 3 is consolidated with rib structure by support leg 2, is positioned in the free bearing 4, and free bearing 4 is fixed on the concrete surface of abut 1, realizes the vertical transfer of whole rib structure by the slip of hinge 3 in free bearing 4.Free bearing 4 is as the important primary structure member of vertical transfer, by the anchor bar 11 of base plate 9 welding and pre-buried stone bolt 10 and firm the combining of abut concrete, can well bear stressed in the vertical transfer process.In addition, the lateral force of bearing rib structure at free bearing 4 arranged outside blocks 6, and at the block 6 and the contact surface of hinge 3 stainless steel is set and contacts steel plate 12 and reduce friction makes free bearing 4 only bear power in the vertical transfer plane, effectively guarantees the safety of free bearing structure.And be arranged on hinge 3 outer padlocks 5 and directly be anchored on the abut 1, to increase the safety of structure by stone bolt.
The vertical transfer hinge system that is used for rib structure that the utility model provides, simple structure, power transmission is clear and definite, safe and reliable, both be applicable to parallel rib structure, also be applicable to hand basket type rib structure, vertical transfer to arch rib has extensive applicability, can effectively satisfy the requirement of arch rib vertical transfer construction to the vertical transfer hinge, make the vertical transfer process safer, reliable, facilitation is played in the further application on arch rib construction method to the vertical transfer method.
The above only is a preferred implementation of the present utility model; should be understood that; for those skilled in the art; under the prerequisite that does not break away from the utility model know-why; can also make some improvement and replacement, these improvement and replacement also should be considered as protection domain of the present utility model.

Claims (10)

1. a vertical transfer hinge system that is used for rib structure is characterized in that, comprising:
Free bearing (4) is fixed on the abut (1);
Hinge (3) can be rotatably set in the described free bearing (4);
Support leg (2) is disposed radially outside described hinge (3);
Padlock (5), its inside have the adaptive groove of external surface with described hinge (3), and its bottom is fixed on the described abut (1);
Block (6) is arranged on an end of described hinge (3), and is fixed on the abut (1).
2. the vertical transfer hinge system that is used for rib structure as claimed in claim 1 is characterized in that the axis normal of described hinge (3) is in the vertical transfer plane of vertical transfer hinge system.
3. the vertical transfer hinge system that is used for rib structure as claimed in claim 1 is characterized in that described support leg (2) is the steel box structure, and described support leg (2) is welded on the described hinge (3).
4. the vertical transfer hinge system that is used for rib structure as claimed in claim 1 is characterized in that described hinge (3) is the cylindrical steel tubular structure, its closed at both ends, and inner fill concrete material.
5. the vertical transfer hinge system that is used for rib structure as claimed in claim 1 is characterized in that, described free bearing (4) comprising:
Base plate (9) is provided with from the horizontal by certain angle of inclination, and its underrun anchor bar (11) and stone bolt (10) are fixed on the abut (1);
Semi arch plate (7) is arranged on the described base plate (9), and described hinge (3) is installed in it;
Gripper shoe (8) is vertically installed between described base plate (9) and the semi arch plate (7).
6. the vertical transfer hinge system that is used for rib structure as claimed in claim 1 is characterized in that described block (6) is a concrete component.
7. the vertical transfer hinge system that is used for rib structure as claimed in claim 1 is characterized in that, is provided with between described block (6) and the hinge (3) and contacts steel plate.
8. the vertical transfer hinge system that is used for rib structure as claimed in claim 1 is characterized in that described padlock (5) is fixed on the abut (1) by stone bolt (10).
9. the vertical transfer hinge system that is used for rib structure as claimed in claim 7 is characterized in that described contact steel plate is fixed in the described block (6) by the anchor bar that is arranged on its back side.
10. as each described vertical transfer hinge system that is used for rib structure among the claim 1-9, it is characterized in that described support leg (2) and padlock (6) all have a plurality of.
CN2010205090872U 2010-08-26 2010-08-26 Vertical rotating hinge system for arch rib structure Expired - Lifetime CN201778289U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010205090872U CN201778289U (en) 2010-08-26 2010-08-26 Vertical rotating hinge system for arch rib structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010205090872U CN201778289U (en) 2010-08-26 2010-08-26 Vertical rotating hinge system for arch rib structure

Publications (1)

Publication Number Publication Date
CN201778289U true CN201778289U (en) 2011-03-30

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Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102373672A (en) * 2010-08-26 2012-03-14 中铁工程设计咨询集团有限公司 Vertical rotating hinge system for arch rib structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102373672A (en) * 2010-08-26 2012-03-14 中铁工程设计咨询集团有限公司 Vertical rotating hinge system for arch rib structure
CN102373672B (en) * 2010-08-26 2013-08-21 中铁工程设计咨询集团有限公司 Vertical rotating hinge system for arch rib structure

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C53 Correction of patent for invention or patent application
CB03 Change of inventor or designer information

Inventor after: Xu Shengqiao

Inventor after: Ren Weidong

Inventor after: Peng Lanping

Inventor after: Jiao Yameng

Inventor after: Wu Jiajia

Inventor after: Tian Qing

Inventor after: Wang Yachao

Inventor before: Xu Shengqiao

COR Change of bibliographic data

Free format text: CORRECT: INVENTOR; FROM: XU SHENGQIAO TO: XU SHENGQIAO REN WEIDONG PENG LANPING JIAO YAMENG WU JIAJIA TIAN QING WANG YACHAO

AV01 Patent right actively abandoned

Granted publication date: 20110330

Effective date of abandoning: 20130821

RGAV Abandon patent right to avoid regrant