CN205875740U - Standardized batter brace system of structure of encorbelmenting greatly construction die carrier - Google Patents
Standardized batter brace system of structure of encorbelmenting greatly construction die carrier Download PDFInfo
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- CN205875740U CN205875740U CN201620872984.7U CN201620872984U CN205875740U CN 205875740 U CN205875740 U CN 205875740U CN 201620872984 U CN201620872984 U CN 201620872984U CN 205875740 U CN205875740 U CN 205875740U
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Abstract
The utility model relates to an architectural engineering technology field, concretely relates to standardized batter brace system of structure of encorbelmenting greatly construction die carrier, it includes that I -steel, first channel -section steel, second channel -section steel, T shape angle steel, steel sheet connecting piece, angle cleat, the anchor of I -steel U -loop bury piece, steel tube frame underlay square steel, truss vaulting pole anchor angle steel, I -steel connecting piece, hoisting ring, I -steel one end is connected with the anchor of I -steel U -loop and buries the piece, the I -steel top is equipped with the hoisting ring, through the butt joint of I -steel connecting piece between the I -steel, connect through T shape angle steel between I -steel and the first channel -section steel, first channel -section steel passes through the steel sheet connecting piece and the second channel -section steel is connected, the utility model relates to a standardized batter brace system of structure of encorbelmenting greatly construction die carrier, it utilizes the advantage of truss -like member, makes characteristic of materials obtain better utilization, can select the shaped steel of small bore for use, can practice thrift steel in a large number than single shaped steel bracing formula, and can all select normalized member for use, but the independent assortment satisfy different floor heights, difference and encorbelment the die carrier of size and support the demand, be convenient for have enough to meet the need reuse.
Description
Technical field
This utility model relates to construction engineering technical field, is specifically related to a kind of long cantilever construction construction mould bases standardization purlin
Frame diagonal brace system.
Background technology
Construction high and medium large cantilever concrete structure construction, common process mainly has console model full hall bracing frame, list
Root type steel inclined strut type suspension supporting beam supports, and console model bracing frame should not use because excessively wasting with material, and shaped steel diagonal-bracing type is not because of can yet
Meeting different floor height and span demand, belong to disposable input, and need heavy in section section bar, economy is the highest.
Summary of the invention
The purpose of this utility model is the defect for prior art and deficiency, it is provided that a kind of simple in construction, and design is closed
Reason, a kind of long cantilever construction easy to use construction mould bases standardization batter brace system, it include I-steel, the first channel-section steel,
Second channel-section steel, T-shaped angle steel, steel plate connector, angle cleat, I-steel U-loop anchoring embedded part, steel tube frame underlay square steel,
Truss stay rod anchoring angle steel, I-steel connector, hoisting ring；I-steel one end connects has I-steel U-loop to anchor embedded part；I-shaped
Steel is arranged over hoisting ring and steel tube frame underlay square steel；Docked by I-steel connector between I-steel；I-steel and
By T-shaped Bolted angle connection between first channel-section steel；First channel-section steel is connected by steel plate connector and the second channel-section steel；Angle cleat is positioned at
On first channel-section steel；Truss stay rod anchoring angle steel is positioned at bottom the first channel-section steel.
After using said structure, this utility model has the beneficial effect that a kind of long cantilever construction described in the utility model is executed
Work mould bases standardization batter brace system, it utilizes the advantage of truss-like rod member, makes material property preferably be utilized, optional
With the shaped steel of small bore, the single shaped steel diagonal-bracing type of ratio can a large amount of saving steels, and can the rod member of all selection standards, can free group
Close, meet different floor heights, the encorbelment mould bases of size of difference supports demand, it is simple to turnover recycling.
Accompanying drawing explanation
Accompanying drawing described herein is used to offer and is further appreciated by of the present utility model, constitutes of the application
Point, but it is not intended that improper restriction of the present utility model, in the accompanying drawings:
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the enlarged drawing of part A in Fig. 1；
Fig. 3 is the enlarged drawing of part B in Fig. 1；
Description of reference numerals:
1-I-steel, 2-the first channel-section steel, 3-the second channel-section steel, 4-T shape angle steel, 5-steel plate connector, 6-angle cleat, 7-work
Word steel U-loop anchoring embedded part, 8-steel tube frame underlay square steel, 9-truss stay rod anchoring angle steel, 10-I-steel connector, 11-
Hoisting ring, 2-1 the first channel-section steel fixed screw holes, 3-1 the second channel-section steel fixed screw holes, 4-1T shape angle steel fixed screw holes, 5-1 steel
Plate connector fixed screw holes.
Detailed description of the invention
Describe this utility model in detail below in conjunction with accompanying drawing and specific embodiment, illustrative examples therein with
And explanation is only used for explaining this utility model, but it is not intended as restriction of the present utility model.
As it can be seen, a kind of long cantilever construction construction mould bases standardization batter brace body described in this detailed description of the invention
System, it includes I-steel the 1, first channel-section steel the 2, second channel-section steel 3, T-shaped angle steel 4, steel plate connector 5, angle cleat 6, I-steel U-shaped
Ring anchoring embedded part 7, steel tube frame underlay square steel 8, truss stay rod anchoring angle steel 9, I-steel connector 10, hoisting ring 11；Work
Word steel 1 one end connects has I-steel U-loop to anchor embedded part 7；I-steel 1 is arranged over hoisting ring 11 and steel tube frame underlay side
Steel 8；Docked by I-steel connector 10 between I-steel 1；Connected by T-shaped angle steel 4 between I-steel 1 and the first channel-section steel 2；
First channel-section steel 2 is connected by steel plate connector 5 and the second channel-section steel 3；Angle cleat 6 is positioned on the first channel-section steel 2；Truss stay rod anchors
Angle steel position 9 is bottom the first channel-section steel 2.
Further: described first channel-section steel 2 two ends are equipped with the first channel-section steel fixed screw holes 2-1.
Further: described second channel-section steel 3 two ends are equipped with the second channel-section steel fixed screw holes 3-1.
Further: the lower plate of described T-shaped angle steel 4 is provided with T-shaped angle steel fixed screw holes 4-1.
Further: described steel plate connector 5 is provided with steel plate connector fixed screw holes 5-1.
First channel-section steel the 2, second channel-section steel 3, between T-shaped angle steel 4 and steel plate connector 5 all by the screw being each provided with
Hole, is fixed with screw；I-steel U-loop anchoring embedded part 7 and truss stay rod anchoring angle steel 9 are embedded in design attitude in advance；
Steel tube frame underlay square steel 8 is for building the steel pipe above I-steel.
Installation method
1, pre-buried embedded part is installed in next layer of beam slab of cantilevered structure；
2, channel-section steel, I-steel are carried out assembly on ground, become the truss of a whole Pin；
3, utilize the hoisting ring arranged on I-steel, lift whole truss structure with tower crane, install in high-altitude；
5, the spacing short I-steel of I-steel afterbody is installed, by truss stay rod and ground anchoring Bolted angle connection, check steady
Solidity.
6, square steel under steel tube frame is installed, bracing frame steel pipe, installation form system, examination are installed.
A kind of long cantilever construction construction mould bases standardization batter brace system described in the utility model, it utilizes truss-like
The advantage of rod member, makes material property preferably be utilized, and can be selected for the shaped steel of small bore, can be a large amount of than single shaped steel diagonal-bracing type
Saving steel, and can the rod member of all selection standards, can independent assortment, meet different floor heights, the encorbelment mould bases of size of difference props up
Support demand, it is simple to turnover recycling.
The above is only better embodiment of the present utility model, therefore all according to described in this utility model patent claim
Structure, feature and principle done equivalence change or modify, be all included in this utility model patent claim.
Claims (5)
1. long cantilever construction construction mould bases standardization batter brace system, it is characterised in that: it include I-steel (1), the
The anchoring of one channel-section steel (2), the second channel-section steel (3), T-shaped angle steel (4), steel plate connector (5), angle cleat (6), I-steel U-loop is buried
Part (7), steel tube frame underlay square steel (8), truss stay rod anchoring angle steel (9), I-steel connector (10), hoisting ring (11)；
I-steel (1) one end connects I-steel U-loop anchoring embedded part (7)；I-steel (1) is arranged over hoisting ring (11) and steel pipe props up
Support underlay square steel (8)；Docked by I-steel connector (10) between I-steel (1)；I-steel (1) and the first channel-section steel (2)
Between by T-shaped angle steel (4) connect；First channel-section steel (2) is connected by steel plate connector (5) and the second channel-section steel (3)；Angle cleat
(6) it is positioned on the first channel-section steel (2)；Truss stay rod anchoring angle steel position (9) is in the first channel-section steel (2) bottom.
A kind of long cantilever construction construction mould bases standardization batter brace system the most according to claim 1, it is characterised in that:
Described first channel-section steel (2) two ends are equipped with the first channel-section steel fixed screw holes (2-1).
A kind of long cantilever construction construction mould bases standardization batter brace system the most according to claim 1, it is characterised in that:
Described second channel-section steel (3) two ends are equipped with the second channel-section steel fixed screw holes (3-1).
A kind of long cantilever construction construction mould bases standardization batter brace system the most according to claim 1, it is characterised in that:
The lower plate of described T-shaped angle steel (4) is provided with T-shaped angle steel fixed screw holes (4-1).
A kind of long cantilever construction construction mould bases standardization batter brace system the most according to claim 1, it is characterised in that:
Described steel plate connector (5) is provided with steel plate connector fixed screw holes (5-1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620872984.7U CN205875740U (en) | 2016-08-13 | 2016-08-13 | Standardized batter brace system of structure of encorbelmenting greatly construction die carrier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620872984.7U CN205875740U (en) | 2016-08-13 | 2016-08-13 | Standardized batter brace system of structure of encorbelmenting greatly construction die carrier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205875740U true CN205875740U (en) | 2017-01-11 |
Family
ID=57702766
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620872984.7U Expired - Fee Related CN205875740U (en) | 2016-08-13 | 2016-08-13 | Standardized batter brace system of structure of encorbelmenting greatly construction die carrier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205875740U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108593332A (en) * | 2018-06-29 | 2018-09-28 | 机械科学研究总院海西（福建）分院有限公司 | Automatic sampling machine people, bar automatic sampling equipment and sampling method comprising it |
| CN109898821A (en) * | 2019-03-21 | 2019-06-18 | 陕西建工第九建设集团有限公司 | A kind of construction method of high-altitude overhanging template support frame body |
| CN110700543A (en) * | 2019-10-16 | 2020-01-17 | 上海建工一建集团有限公司 | Steel truss inclined strut system structure with section steel cantilever and construction method thereof |
-
2016
- 2016-08-13 CN CN201620872984.7U patent/CN205875740U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108593332A (en) * | 2018-06-29 | 2018-09-28 | 机械科学研究总院海西（福建）分院有限公司 | Automatic sampling machine people, bar automatic sampling equipment and sampling method comprising it |
| CN109898821A (en) * | 2019-03-21 | 2019-06-18 | 陕西建工第九建设集团有限公司 | A kind of construction method of high-altitude overhanging template support frame body |
| CN109898821B (en) * | 2019-03-21 | 2019-12-17 | 陕西建工第九建设集团有限公司 | Construction method of high-altitude cantilever formwork support frame body |
| CN110700543A (en) * | 2019-10-16 | 2020-01-17 | 上海建工一建集团有限公司 | Steel truss inclined strut system structure with section steel cantilever and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170111 Termination date: 20210813 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |