CN204919363U - High mound pin -connected panel strength nature skeleton of anti high wind - Google Patents
High mound pin -connected panel strength nature skeleton of anti high wind Download PDFInfo
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- CN204919363U CN204919363U CN201520698938.5U CN201520698938U CN204919363U CN 204919363 U CN204919363 U CN 204919363U CN 201520698938 U CN201520698938 U CN 201520698938U CN 204919363 U CN204919363 U CN 204919363U
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Abstract
The utility model provides a high mound pin -connected panel strength nature skeleton of anti high wind, including four pre -buried pole settings, four pre -buried pole settings are square distribution, the upper portion of each pre -buried pole setting can be dismantled and is connected with the skeleton montant, at least, be equipped with a plurality of fixed establishment between four skeleton montants from top to bottom, each fixed establishment includes the flat crossbeam that sets up in four genshui, four crossbeams are located same horizontal plane and these four crossbeams connect gradually the formation square frame, four skeleton montants set up respectively on four angles of square frame, four skeleton montants connect into a whole through fixed establishment. A high mound pin -connected panel strength nature skeleton of anti high wind simple structure, can transmit the high wind load to the concrete through pre -buried pole setting effectively, solved difficult problems such as the high mound of high wind environment construction rebar positioning difficulty, the difficult control of installation accuracy effectively to on -the -spot concatenation, dismantlement, transportation convenience have improved the efficiency of construction, have ensured construction safety.
Description
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.
Claims (4)
1. a withstand strong wind height pier pin-connected panel stiff skeleton, it is characterized in that: comprise four pre-buried vertical rods (1), described four pre-buried vertical rods (1) are square distribution, the top of each pre-buried vertical rod (1) described is removably connected with skeleton montant (2), multiple fixed mechanism is provided with from top to bottom between described four skeleton montants (2), 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.
2. a kind of withstand strong wind height pier pin-connected panel stiff skeleton according to claim 1, it is characterized in that: described fixed mechanism is provided with three, these three fixed mechanisms are separately positioned on the top of four skeleton montants (2), middle part and bottom, and wherein fixed mechanism is bottom arranged on the junction of pre-buried vertical rod (1) and skeleton montant (2).
3. a kind of withstand strong wind height pier pin-connected panel stiff skeleton according to claim 1, is characterized in that: described pre-buried vertical rod (1) and skeleton montant (2) are bolted.
4. a kind of withstand strong wind height pier pin-connected panel stiff skeleton according to any one of claim 1-3 claim, is characterized in that: what be provided with inclination between two often adjacent pre-buried vertical rods (1) is provided with stiffening girder (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520698938.5U CN204919363U (en) | 2015-09-09 | 2015-09-09 | High mound pin -connected panel strength nature skeleton of anti high wind |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520698938.5U CN204919363U (en) | 2015-09-09 | 2015-09-09 | High mound pin -connected panel strength nature skeleton of anti high wind |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204919363U true CN204919363U (en) | 2015-12-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520698938.5U Active CN204919363U (en) | 2015-09-09 | 2015-09-09 | High mound pin -connected panel strength nature skeleton of anti high wind |
Country Status (1)
| Country | Link |
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| CN (1) | CN204919363U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112281666A (en) * | 2020-10-23 | 2021-01-29 | 中国五冶集团有限公司 | Repeatedly usable's strength nature skeleton |
-
2015
- 2015-09-09 CN CN201520698938.5U patent/CN204919363U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112281666A (en) * | 2020-10-23 | 2021-01-29 | 中国五冶集团有限公司 | Repeatedly usable's strength nature skeleton |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200317 Address after: 300300 No.32, Zhonghuan West Road, Tianjin pilot free trade zone (Airport Economic Zone), Binhai New Area, Tianjin Co-patentee after: CHINA RAILWAY Corp. Patentee after: CHINA RAILWAY CONSTRUCTION BRIDGE ENGINEERING BUREAU GROUP Co.,Ltd. Co-patentee after: CHINA RAILWAY NANCHANG BUREAU GROUP Co.,Ltd. Co-patentee after: Fujian Fuping Railway Co., Ltd. Address before: 300300 No. 32 West Central Road, Tianjin Binhai New Area Airport Economic Zone Patentee before: CHINA RAILWAY CONSTRUCTION BRIDGE ENGINEERING BUREAU GROUP Co.,Ltd. |
|
| TR01 | Transfer of patent right |