CN207314518U - One kind is exempted to support layered assembling type steel structure - Google Patents

One kind is exempted to support layered assembling type steel structure Download PDF

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Publication number
CN207314518U
CN207314518U CN201721198112.8U CN201721198112U CN207314518U CN 207314518 U CN207314518 U CN 207314518U CN 201721198112 U CN201721198112 U CN 201721198112U CN 207314518 U CN207314518 U CN 207314518U
Authority
CN
China
Prior art keywords
steel
locating slot
steel structure
structural upright
upright column
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201721198112.8U
Other languages
Chinese (zh)
Inventor
王丽娜
王传宝
范建玲
郭金成
郭向东
任进宽
李红艳
薛向兵
郑娟
张智
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Henan Wandao Jiejian Co Ltd
Original Assignee
Henan Wandao Jiejian Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Henan Wandao Jiejian Co Ltd filed Critical Henan Wandao Jiejian Co Ltd
Priority to CN201721198112.8U priority Critical patent/CN207314518U/en
Application granted granted Critical
Publication of CN207314518U publication Critical patent/CN207314518U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

Exempt to support layered assembling type steel structure the utility model discloses one kind, including steel structure beam, steel structural upright column, pre-cast concrete walling, bottom bracing members, the bottom bracing members top sets steel structural upright column, steel structure beam is set between the steel structural upright column, pre-cast concrete walling is set between the steel structure beam and steel structural upright column, the upper and lower part of the pre-cast concrete walling sets locating slot respectively, the steel structure beam sets positioning column in the corresponding position of locating slot, the positioning column is installed in locating slot, the bottom bracing members are arranged to disc, and its top surface area is arranged to 3 ~ 5 times of steel structural upright column cross-sectional area, the locating slot is arranged to dovetail groove, the positioning column is arranged to the truncated rectangular pyramids structure mutually agreed with locating slot;Generally, the utility model has the advantages that lifting is convenient, it is good to save steel, shear behavior.

Description

One kind is exempted to support layered assembling type steel structure
Technical field
The utility model belongs to steel structure technology field, exempts to support layered assembling type steel structure more particularly to one kind.
Background technology
Steel construction intensity is high so that steel construction is widely used in building trade, especially those large spans or super-high buildings In often use.Existing steel structure support be mainly be applied to building on beam column, it uses I-shaped structure mostly, i.e., by Two horizontal tablets are upper and lower main reinforcement, and middle longitudinal direction riser is formed for support webs, its bending strength is very general.Therefore this " work " word Transverse slat is easily bent deformation to ellbeam column in use, and the overall easily displacement of beam column, causes the unstable of whole building.Separately Outside, the house of steel construction, sometimes for resistance wind load is achieveed the purpose that, generally requires to stand in steel construction during use Increase sets bracing members between column, crossbeam, to keep out influence of the wind-force to house.If it is desired to solve the above problems, Ke Yitong Cross and thicken the thickness of steel plate and solve, but such a method first consumptive material, separately then using effect nor very well.
The content of the invention
To exempt to support layered assembling type steel structure the purpose of this utility model is to provide one kind, the steel construction is simple in structure, Simple installation is manufactured, pre-cast concrete walling is added in steel construction, not only the crossbeam to steel construction, column are played a supporting role, The bending strength of crossbeam, column is enhanced, and also improves the shearing strength of steel construction entirety, valency is used with high Value.
What the purpose of this utility model was realized in:One kind is exempted to support layered assembling type steel structure, including steel construction horizontal stroke Beam, steel structural upright column, pre-cast concrete walling, bottom bracing members, the bottom bracing members top sets steel structural upright column, described Steel structural upright column between steel structure beam is set, precast concrete is set between the steel structure beam and steel structural upright column Wall, the upper and lower part of the pre-cast concrete walling set locating slot, phase of the steel structure beam in locating slot respectively Setting positioning column, the positioning column at position is answered to be installed in locating slot.
The bottom bracing members are arranged to disc, and its top surface area is arranged to steel structural upright column cross-sectional area 3 ~ 5 times.
The locating slot is arranged to dovetail groove, and the positioning column is arranged to the truncated rectangular pyramids knot mutually agreed with locating slot Structure.
The utility model produce beneficial effect be:The utility model sets prefabricated mixed in the column and crossbeam of steel construction Solidifying cob wall, on the one hand, reduce the usage amount of steel;On the other hand, the purpose of resistance wind load and shearing resistance is played.In addition, this The locating slot and the connection mode of positioning column that utility model uses, have the advantages that to be easy to mount, are fixed.
Brief description of the drawings
Fig. 1 is the positive structure diagram of the utility model.
Fig. 2 is the overlooking the structure diagram of the utility model.
Fig. 3 is the vertical section structure schematic diagram of the utility model.
Fig. 4 is the dimensional structure diagram of pre-cast concrete walling.
In figure:1st, steel structure beam 2, steel structural upright column 3, pre-cast concrete walling 4, bottom bracing members 5, positioning Groove 6, positioning column.
Embodiment
Below in conjunction with the accompanying drawings to the embodiment further instruction of the utility model.
Embodiment 1
As shown in attached drawing 1-4, one kind exempt from support layered assembling type steel structure, including steel structure beam 1, steel structural upright column 2, Pre-cast concrete walling 3, bottom bracing members 4,4 top of bottom bracing members set steel structural upright column 2, and the steel construction is stood Steel structure beam 1 is set between column 2, pre-cast concrete walling 3, institute are set between the steel structure beam 1 and steel structural upright column 2 The upper and lower part for the pre-cast concrete walling 3 stated sets locating slot 5 respectively, and the steel structure beam 1 is in the corresponding of locating slot 5 Positioning column 6 is set at position, and the positioning column 6 is installed in locating slot 5.
The bottom bracing members 4 are arranged to disc, and its top surface area is arranged to 2 cross-sectional area of steel structural upright column 4 times.
The locating slot 5 is arranged to dovetail groove, and the positioning column 6 is arranged to the truncated rectangular pyramids mutually agreed with locating slot 5 Structure.
The utility model is when in use:One kind is exempted to support layered assembling type steel structure, including steel structure beam, steel construction to stand Column, pre-cast concrete walling, bottom bracing members, bottom bracing members are arranged to disc-shaped structure, and steel structural upright column is arranged at bottom steel Top is supported, is connected between steel structural upright column by steel structure beam, is set between steel structural upright column and steel construction measurement prefabricated Concrete walls, the upper and lower part of pre-cast concrete walling set locating slot respectively, and steel structure beam is relative to pre-cast concrete walling Locating slot at set positioning column.Pre-cast concrete walling is first lifted on the steel structure beam under it, disposed thereon afterwards The locating slot of the positioning column alignment precast concrete of the steel structure beam in portion, is so just installed on steel construction by pre-cast concrete walling Between column and steel structure beam.In addition, in order to make the lifting of pre-cast concrete walling more convenient, locating slot is arranged to trapezoidal Groove, corresponding positioning column are arranged to the truncated rectangular pyramids structure mutually agreed with locating slot.
Generally, the utility model has the advantages that lifting is convenient, it is good to save steel, shear behavior.

Claims (3)

1. one kind is exempted to support layered assembling type steel structure, including steel structure beam, steel structural upright column, pre-cast concrete walling, bottom Bracing members, the bottom bracing members top set steel structural upright column, steel structure beam are set between the steel structural upright column, It is characterized in that:Pre-cast concrete walling, the precast concrete are set between the steel structure beam and steel structural upright column The upper and lower part of wall sets locating slot respectively, and the steel structure beam sets positioning column in the corresponding position of locating slot, The positioning column is installed in locating slot.
2. one kind according to claim 1 is exempted to support layered assembling type steel structure, it is characterised in that:The bottom steel branch Support is arranged to disc, and its top surface area is arranged to 3 ~ 5 times of steel structural upright column cross-sectional area.
3. one kind according to claim 1 is exempted to support layered assembling type steel structure, it is characterised in that:The locating slot is set Dovetail groove is set to, the positioning column is arranged to the truncated rectangular pyramids structure mutually agreed with locating slot.
CN201721198112.8U 2017-09-19 2017-09-19 One kind is exempted to support layered assembling type steel structure Expired - Fee Related CN207314518U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721198112.8U CN207314518U (en) 2017-09-19 2017-09-19 One kind is exempted to support layered assembling type steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721198112.8U CN207314518U (en) 2017-09-19 2017-09-19 One kind is exempted to support layered assembling type steel structure

Publications (1)

Publication Number Publication Date
CN207314518U true CN207314518U (en) 2018-05-04

Family

ID=62383085

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721198112.8U Expired - Fee Related CN207314518U (en) 2017-09-19 2017-09-19 One kind is exempted to support layered assembling type steel structure

Country Status (1)

Country Link
CN (1) CN207314518U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113006264A (en) * 2019-12-20 2021-06-22 陕西博睿信息科技有限公司 Support-free layered assembly type steel structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113006264A (en) * 2019-12-20 2021-06-22 陕西博睿信息科技有限公司 Support-free layered assembly type steel structure

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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: 20180504

Termination date: 20180919