A kind of withstand strong wind height pier pin-connected panel stiff skeleton
Technical field
The utility model belongs to bridge construction field, especially relates to a kind of withstand strong wind height pier pin-connected panel stiff skeleton.
Background technology
At present, build the high pier of bridge spanning the sea both at home and abroad in work progress, due to the effect of the factors such as wind-force can be subject to, and pier shaft reinforcing bar jib-length is long in high pier construction process, yielding under wind-force effect, location difficulty, installation accuracy difficulty controls, bring difficulty therefore to the construction of high pier, in addition, this form of construction work cannot ensure constructor's safety.
Summary of the invention
In view of this, the utility model is intended to propose a kind of withstand strong wind height pier pin-connected panel stiff skeleton, to solve the problem of the constructional difficulties caused due to factors such as wind-force in the construction of existing Bridge High-pier.
For achieving the above object, the technical solution of the utility model is achieved in that
A kind of withstand strong wind height pier pin-connected panel stiff skeleton, comprise four pre-buried vertical rods, described four pre-buried vertical rods are square distribution, the top of each pre-buried vertical rod described is removably connected with skeleton montant, multiple fixed mechanism is provided with from top to bottom between described four skeleton montants, each fixed mechanism described comprises four horizontally disposed crossbeams, described four crossbeams are located in the same horizontal plane and these four crossbeams are in turn connected to form square frame, described four skeleton montants are separately positioned on four angles of square frame, described four skeleton montants connect into an entirety by fixed mechanism.
Further, described fixed mechanism is provided with three, and these three fixed mechanisms are separately positioned on the top of four skeleton montants, middle part and bottom, and wherein fixed mechanism is bottom arranged on the junction of pre-buried vertical rod and skeleton montant.
Further, described pre-buried vertical rod and skeleton montant are bolted.
Further, what be provided with inclination between two often adjacent pre-buried vertical rods is provided with stiffening girder.
Relative to prior art, a kind of withstand strong wind height pier pin-connected panel stiff skeleton described in the utility model has following advantage:
A kind of withstand strong wind height pier pin-connected panel stiff skeleton structure described in the utility model is simple, effectively high wind load can be passed to concrete by pre-buried vertical rod, efficiently solve the difficult problem such as harsher wind conditions high pier construction reinforcing bar location difficulty, the difficult control of installation accuracy, and on-the-spot splicing, dismounting, convenient transportation, improve efficiency of construction, ensured construction safety.This patent of invention has great application value, social benefit is good, for similar engineering construction have accumulated invaluable experience.
Accompanying drawing explanation
The accompanying drawing forming a part of the present utility model is used to provide further understanding of the present utility model, and schematic description and description of the present utility model, for explaining the utility model, is not formed improper restriction of the present utility model.In the accompanying drawings:
Fig. 1 is a kind of withstand strong wind height pier pin-connected panel stiff skeleton structural representation described in the utility model embodiment;
Description of reference numerals:
The pre-buried vertical rod of 1-, 2-skeleton montant, 3-stiffening girder, 4-crossbeam.
Detailed description of the invention
It should be noted that, when not conflicting, the embodiment in the utility model and the feature in embodiment can combine mutually.
Below with reference to the accompanying drawings and describe the utility model in detail in conjunction with the embodiments.
As shown in Figure 1, a kind of withstand strong wind height pier pin-connected panel stiff skeleton, comprise four pre-buried vertical rods 1, described four pre-buried vertical rods 1 are square distribution, the upper bolt of each pre-buried vertical rod 1 described is connected with skeleton montant 2, this connected mode is for ease of disassembling skeleton montant 2 from pre-buried vertical rod 1, three fixed mechanisms are provided with from top to bottom between described four skeleton montants 2, these three fixed mechanisms are separately positioned on the top of four skeleton montants 2, middle part and bottom, wherein fixed mechanism is bottom arranged on the junction of pre-buried vertical rod 1 and skeleton montant 2, the setting of described fixed mechanism ensure that the stability of four skeleton montants 2, and then ensure that the stability of pre-buried vertical rod 1, when the reinforcing bar of pier shaft is installed, the precision of installation site can be ensured, each fixed mechanism described comprises four horizontally disposed crossbeams 4, described four crossbeams 4 are located in the same horizontal plane and these four crossbeams 4 are in turn connected to form square frame, described four skeleton montants 2 are separately positioned on four angles of square frame, described four skeleton montants 2 connect into an entirety by fixed mechanism.
What be provided with inclination between often adjacent two pre-buried vertical rods 1 is provided with stiffening girder 3.
The concrete mode of occupation of this withstand strong wind height pier pin-connected panel stiff skeleton is: by the installation in position of four pre-buried vertical rods 1, build pier shaft concrete, then each pre-buried vertical rod 1 is connected with skeleton montant 2 bolt, four skeleton montants are from top to bottom installed three fixed mechanisms, then utilize above form of structure as reinforcement installation platform, and rely on this stage+module pier shaft reinforcing bar, after pier shaft reinforcement installation completes, skeleton montant 2 is pulled down from pre-buried vertical rod 1.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.