CN206189581U - A high -efficient two pole setting shaped steel supports for encorbelmenting concrete structure construction - Google Patents
A high -efficient two pole setting shaped steel supports for encorbelmenting concrete structure construction Download PDFInfo
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- CN206189581U CN206189581U CN201621023911.7U CN201621023911U CN206189581U CN 206189581 U CN206189581 U CN 206189581U CN 201621023911 U CN201621023911 U CN 201621023911U CN 206189581 U CN206189581 U CN 206189581U
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- China
- Prior art keywords
- encorbelmenting
- ground floor
- vertical
- vertical rod
- floor keel
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Abstract
The utility model discloses a high -efficient two pole setting shaped steel supports for encorbelmenting concrete structure construction, include: the support frame of encorbelmenting, the plate, first layer fossil fragments and a plurality of perpendicular rib unit, plate and first layer fossil fragments all set up in the top of the support frame of encorbelmenting, a plurality of perpendicular rib units set up the length direction who just follows the first layer fossil fragments on the first layer fossil fragments and arrange in proper order, a plurality of perpendicular rib units and first layer fossil fragments enclose into the top and have open -ended accommodation space, be equipped with the opening on the plate, the opening is linked together with the opening at accommodation space top, the support frame of encorbelmenting includes a plurality of horizontal bracket layers and a plurality of vertical upright rod, the first layer fossil fragments support through two rows of vertical upright rod, the beneficial effects of the utility model are that: simplify cantilever structure, through double vertical upright rod support keel, place the girder steel in accommodation space to make the better mounting spur of girder steel, improve overall structure's stability, improve the security simultaneously.
Description
Technical field
The utility model is related to technical field of building construction, more particularly to a kind of height for concrete structure construction of encorbelmenting
The double vertical rod shape steel brackets of effect.
Background technology
With the development and the continuous improvement to urban planning requirement of society, the building of general structure form is no longer desirable for
The urban construction of current high speed development, people improve constantly for the evaluation and analysis built also with the development of society, and this builds to the modern times
The structure built proposes requirement and challenge higher.
Cantilevered structure is a kind of common building structure, and its structure type can apply to many important portion of building
Position, superstructure, stair, balcony, corner window and canopy etc., therefore cantilevered structure has become one kind master of modern architecture moulding
Means are wanted, cantilevered structure of the prior art is typically complex, and the internal stress of the fixed position of Cantilever Beams is generally large, right
Building structure is also easy to produce detrimental effect, causes resistance to overturning not enough therefore easy when concrete structure construction encorbelment
Topple, security is relatively low.
Utility model content
In order to solve the above-mentioned technical problem, the utility model provides a kind of for the efficient of concrete structure construction of encorbelmenting
Double vertical rod shape steel brackets, the purpose is to simplify cantilevered structure, and can improve integrally-built stability, and security is higher.
To achieve the above object, the utility model provides following technical scheme:
A kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting, including:Overhanging support, plate,
Ground floor keel and multiple perpendicular rib units, plate and ground floor keel may be contained within the top of overhanging support, the perpendicular rib list of multiple
The length direction that unit is arranged on ground floor keel and along ground floor keel is arranged in order, multiple perpendicular rib unit and ground floor keel
Surrounding top has the receiving space of opening, and plate is provided with port, and the opening in communication at the top of port and receiving space is encorbelmented
Support frame includes multiple horizontal rack-layers and multiple vertical rods vertically, and multiple vertical rods vertically vertically be arranged in parallel, multiple levels
Rack-layer is set in turn in vertical vertical rod along the length direction of vertical vertical rod, and ground floor keel are supported by the vertical vertical rod of two rows.
Further, ground floor keel and be provided between the vertical vertical rod of two rows of ground floor keel second layer dragon for supporting
Bone.
Further, each perpendicular rib unit includes:Two perpendicular ribs, two outer stupefied and split bolts of steel pipe, two
Perpendicular rib is arranged on ground floor keel, and two perpendicular ribs are respectively arranged at the both sides of girder steel, and each perpendicular ribbed back sets from the side of girder steel
Have a steel pipe outer stupefied, two steel pipes it is outer it is stupefied be fixedly connected by split bolt, two outer stupefied length directions of steel pipes are with first
The length direction of layer keel is parallel.
Further, two perpendicular ribbed backs in each perpendicular rib unit are equipped with wooden a tree, used in making timber for boats presser feet, Suo Youmu from the side of girder steel
A tree, used in making timber for boats presser feet may be contained within ground floor keel.
Further, each horizontal rack-layer includes:Multiple horizontal cross bars that parallel equidistant is set are placed equidistant with parallel
Multiple horizontal vertical pole, multiple horizontal cross bars are set up on multiple horizontal vertical poles and any one horizontal cross bar and any one water
It is mutually perpendicular between flat vertical pole.
Further, a kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting also includes:Multiple is cut
Knife is supportted, and multiple bridgings are installed on overhanging support to be used to reinforce overhanging support.
Further, each bridging includes being in each other two cross-shaped braces, and two braces are pacified
Loaded on overhanging support, and two braces are in 30 ° to 45 ° angles with vertical direction.
Further, overhanging support is made up of Steel material.
The utility model provides a kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting, and its is beneficial
Effect is:Simplify cantilevered structure, by double vertical vertical rod support keel, girder steel is positioned in receiving space, so that
Obtain girder steel preferably to support, improve integrally-built stability, while improving security.
Brief description of the drawings
A kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting that Fig. 1 is provided for the utility model
Front view;
A kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting that Fig. 2 is provided for the utility model
Side view;
In figure:1st, overhanging support;2nd, plate;3rd, ground floor keel;4th, rib unit is erected;5th, receiving space;11st, level is horizontal
Bar;12nd, horizontal vertical pole;13rd, vertical vertical rod;6th, second layer keel;41st, rib is erected;42nd, steel pipe is outer stupefied;43rd, split bolt;7th, wood
A tree, used in making timber for boats presser feet;8th, bridging.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
As depicted in figs. 1 and 2, the utility model provides a kind of efficient pair of vertical rod for concrete structure construction of encorbelmenting
Shape steel bracket, including:Overhanging support 1, plate 2, ground floor keel 3 and multiple perpendicular rib units 4, plate 2 and ground floor keel 3
The top of overhanging support 1 is may be contained within, the perpendicular rib unit 4 of multiple is arranged on ground floor keel 3 and along the length of ground floor keel 3
Degree direction is arranged in order, and the perpendicular rib unit 4 of multiple and ground floor keel 3 surround top and have the receiving space 5 of opening, on plate 2
The opening in communication of port, port and the top of receiving space 5 is provided with, overhanging support 1 includes that multiple horizontal rack-layers and multiple are perpendicular
Up-and-down rod 13, multiple vertical rods 13 vertically vertically be arranged in parallel, multiple horizontal rack-layers along vertical vertical rod 13 length direction
It is set in turn in vertical vertical rod 13, ground floor keel 3 are supported by the vertical vertical rod 13 of two rows, by the design of said structure,
Cantilevered structure is simplified, by the double support keel of vertical vertical rod 13, girder steel is positioned in receiving space 5, so that steel
Beam is preferably supported, and improves integrally-built stability, while improving security.
The structure of above-mentioned double vertical vertical rod 13 is applied to the less girder steel support of deck-siding, and the width of girder steel can be
200mm, is highly 500mm, is now 120mm, the vertical vertical rod of two rows for supporting ground floor keel 3 from the thickness of plate 2
Spacing between 13 is 1000mm, perpendicular for support any two often arranged in vertical vertical rod 13 of ground floor keel 3 adjacent
The distance between up-and-down rod 13 is 800mm, so as to meet support require.
In a kind of preferably implementation method, ground floor keel 3 and for supporting the vertical vertical rod 13 of two rows of ground floor keel 3
Between be provided with second layer keel 6 so that structure more stablize.
In a kind of preferably implementation method, each perpendicular rib unit 4 includes:Outer stupefied 42 and of two perpendicular ribs, 41, two steel pipes
One split bolt 43, two perpendicular ribs 41 are arranged on ground floor keel 3, and two perpendicular ribs 41 are respectively arranged at the both sides of girder steel,
Each perpendicular rib 41 is provided with a steel pipe outer stupefied 42 away from the side of girder steel, and two steel pipes outer stupefied 42 are fixed by split bolt 43 and connected
Connect, length direction of stupefied 42 length direction with ground floor keel 3 is parallel outside two steel pipes, by the work of split bolt 43
With so that two perpendicular ribs 41 and girder steel are brought into close contact, and the quantity of the steel pipe outside each perpendicular rib 41 outer stupefied 42 can also be two, from
And strengthen laminating of two perpendicular ribs 41 to girder steel, and stress can be shared.
In a kind of preferably implementation method, two perpendicular ribs 41 in each perpendicular rib unit 4 are equipped with away from the side of girder steel
Wooden a tree, used in making timber for boats presser feet 7, all wooden a tree, used in making timber for boats presser feets 7 may be contained within ground floor keel 3, so that perpendicular rib 41 will not be along ground floor keel 3
Width occur play, strengthen locating effect.
In a kind of preferably implementation method, each horizontal rack-layer includes:Multiple horizontal cross bars 11 that parallel equidistant is set
With the parallel multiple horizontal vertical pole 12 being placed equidistant, multiple horizontal cross bars 11 are set up on multiple horizontal vertical poles 12 and any one
It is mutually perpendicular between horizontal cross bar 11 and any one horizontal vertical pole 12.
In a kind of preferably implementation method, a kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting is also
Including:Multiple bridgings 8, multiple bridgings 8 are installed on overhanging support 1 to be used to reinforce overhanging support 1, each bridging
8 include being in each other two cross-shaped braces, and two braces are mounted on overhanging support 1, and two oblique
Bar holds out against with vertical direction in 30 ° to 45 ° angles and with ground, and bridging 8 can play vertical direction to overhanging support 1
Stabilization, strengthens vertical direction rigidity.
In a kind of preferably implementation method, overhanging support 1 is made up of Steel material, and material is sufficient and counter-bending shock resistance energy
Power is stronger, the need for disclosure satisfy that support.
The above, preferred embodiment only of the present utility model is not used to limit the utility model, every according to this
Any trickle amendment, equivalent and improvement that the technical spirit of utility model is made to above example, should be included in this
Within the protection domain of utility model technical scheme.
Claims (6)
1. a kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting, it is characterised in that including:Encorbelment support
Frame, plate, ground floor keel and multiple perpendicular rib units, the plate and the ground floor keel may be contained within the support of encorbelmenting
The top of frame, the multiple perpendicular rib unit be arranged on the ground floor keel and along the ground floor keel length direction according to
Secondary arrangement, the multiple perpendicular rib unit and the ground floor keel surround top has the receiving space of opening, on the plate
It is provided with port, the opening in communication at the top of the port and the receiving space, the overhanging support includes multiple level frames
Layer and multiple vertical rods vertically, the multiple vertical vertical rod vertically be arranged in parallel, and the multiple horizontal rack-layer is along described perpendicular
The length direction of up-and-down rod is set in turn in the vertical vertical rod, and the ground floor keel are by vertical vertical rod branch described in two rows
Support, each described perpendicular rib unit includes:Two perpendicular ribs, two outer stupefied and split bolts of steel pipe, two perpendicular ribs set
It is placed on the ground floor keel, two perpendicular ribs are respectively arranged at the both sides of girder steel, each described perpendicular ribbed back is from the steel
The side of beam is provided with stupefied outside steel pipe described in, stupefied outside two steel pipes to be fixedly connected by the split bolt, described in two
Length direction of the outer stupefied length direction of steel pipe with the ground floor keel is parallel, two institutes in each described perpendicular rib unit
State perpendicular ribbed back and be equipped with wooden a tree, used in making timber for boats presser feet from the side of girder steel, all wooden a tree, used in making timber for boats presser feets may be contained within the ground floor keel.
2. a kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting according to claim 1, it is special
Levy and be, the ground floor keel and be provided with the second layer between vertical vertical rod described in two rows of the ground floor keel for supporting
Keel.
3. a kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting according to claim 1, it is special
Levy and be, each described horizontal rack-layer includes:Multiple horizontal cross bars and the parallel multiple being placed equidistant that parallel equidistant is set
Horizontal vertical pole, the multiple horizontal cross bar is set up on the multiple horizontal vertical pole and any one of horizontal cross bar and any
It is mutually perpendicular between one horizontal vertical pole.
4. a kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting according to claim 1, it is special
Levy and be, also include:Multiple bridgings, the multiple bridging is installed on the overhanging support to be used to reinforce described encorbelmenting
Support frame.
5. a kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting according to claim 4, it is special
Levy and be, each described bridging includes being in each other two cross-shaped braces, and two braces are respectively mounted
In on the overhanging support, and two braces are in 30 ° to 45 ° angles with vertical direction.
6. a kind of efficient pair of vertical rod shape steel bracket for concrete structure construction of encorbelmenting according to claim 1, it is special
Levy and be, the overhanging support is made up of Steel material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621023911.7U CN206189581U (en) | 2016-08-31 | 2016-08-31 | A high -efficient two pole setting shaped steel supports for encorbelmenting concrete structure construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621023911.7U CN206189581U (en) | 2016-08-31 | 2016-08-31 | A high -efficient two pole setting shaped steel supports for encorbelmenting concrete structure construction |
Publications (1)
Publication Number | Publication Date |
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CN206189581U true CN206189581U (en) | 2017-05-24 |
Family
ID=58729023
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621023911.7U Expired - Fee Related CN206189581U (en) | 2016-08-31 | 2016-08-31 | A high -efficient two pole setting shaped steel supports for encorbelmenting concrete structure construction |
Country Status (1)
Country | Link |
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CN (1) | CN206189581U (en) |
-
2016
- 2016-08-31 CN CN201621023911.7U patent/CN206189581U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170524 Termination date: 20170831 |