CN207048052U - Steelframe attachment structure - Google Patents

Steelframe attachment structure Download PDF

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Publication number
CN207048052U
CN207048052U CN201721019674.1U CN201721019674U CN207048052U CN 207048052 U CN207048052 U CN 207048052U CN 201721019674 U CN201721019674 U CN 201721019674U CN 207048052 U CN207048052 U CN 207048052U
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CN
China
Prior art keywords
girder steel
groove
train wheel
wheel bridge
attachment structure
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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
CN201721019674.1U
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Chinese (zh)
Inventor
余明
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.)
Guizhou Shenghong Technology Co Ltd
Original Assignee
Guizhou Shenghong Technology 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.)
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Priority to CN201721019674.1U priority Critical patent/CN207048052U/en
Application granted granted Critical
Publication of CN207048052U publication Critical patent/CN207048052U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of steelframe attachment structure, including steel column and girder steel, steel column is fixedly connected with girder steel, wherein girder steel is I-beam, and train wheel bridge and lower plate are provided with steel column, is wherein installed with mounting blocks between train wheel bridge and lower plate, outer surface on mounting blocks offers I-shaped groove, girder steel is plugged in groove, and has screw to pass through girder steel and mounting blocks, and girder steel and mounting blocks are fixed together;The beneficial effects of the utility model are:Cooperated with I-shaped groove by I-shaped girder steel and be fixedly connected by screw, so as to improve the tightness connected between steel column and girder steel.

Description

Steelframe attachment structure
Technical field
It the utility model is related to attachment structure, and in particular to steelframe attachment structure.
Background technology
It is well known that in recent years, build green, energy-conservation, healthy building turns into our fundamental state policy, to standardize, Industry turns to the industrialization the mode of project construction of mark, it is desirable to which based on engineering construction batch production is prefabricated, site machineryization assembling is matched somebody with somebody Close, but concrete component it is prefabricated need to template system it is more complicated, cost is higher, the operation that is connected between component not side Just, globality poor, the development of pre-cast building is had influence on, therefore is badly in need of finding a kind of technical measures for solving these problems.
Utility model content
The purpose of this utility model is to provide a kind of steelframe attachment structure, solve traditional steel column be connected with roof beam structure it is unstable The problem of.
To solve above-mentioned technical problem, the utility model uses following technical scheme:
Steelframe attachment structure, including steel column and girder steel, steel column are fixedly connected with girder steel, and wherein girder steel is I-beam, steel column On be provided with train wheel bridge and lower plate, be wherein installed with mounting blocks between train wheel bridge and lower plate, the appearance on mounting blocks Face offers I-shaped groove, and girder steel is plugged in groove, and has screw to pass through girder steel and mounting blocks, and by girder steel and installation Block is fixed together.
Further technical scheme is that the company of spring leaf, girder steel and groove is additionally provided with the cell wall of above-mentioned groove Fixing groove is provided with the place of connecing, spring card is located in fixing groove.
Further technical scheme is, above-mentioned spring leaf is in " J " font, and the hook portion of spring leaf is towards the groove of groove Mouthful.
Further technical scheme is, above-mentioned mounting blocks in I-shaped, and mounting blocks respectively with train wheel bridge and lower folder Stiffener plate is provided between plate.
Further technical scheme is that above-mentioned train wheel bridge and lower plate are in annulus tabular, and wherein train wheel bridge is outer Ring diameter is more than lower plate outer annular diameter.
Further technical scheme is that above-mentioned train wheel bridge is tilted down by the junction with steel column.
Further technical scheme is that above-mentioned train wheel bridge and lower plate are provided with brace rod between steel column.
Further technical scheme is to be provided with anticorrosive coat between above-mentioned girder steel and the junction of groove.
Compared with prior art, the beneficial effects of the utility model are at least one of following:
1st, the utility model is cooperated with I-shaped groove by I-shaped girder steel and is fixedly connected by screw, So as to improve the tightness connected between steel column and girder steel.
2nd, the tightness degree connected between steel column and girder steel can further be increased by spring leaf and fixing groove.
3rd, dynamic formula can be moved out in girder steel in the gib head of " J " font spring leaf, by clasping fixing groove on girder steel, so as to enter One step strengthens the tightness degree of installation.
4th, stiffener plate can further improve the installation strength of mounting blocks, and then firm connection steel column and girder steel.
5th, the outer annular diameter of train wheel bridge is more than the structure that lower plate outer annular diameter can form a rain cover paulin.
6th, train wheel bridge is tilted down by the junction with steel column, can so rainwater is quickly led down, prevent the time longer from And get rusty.
7th, brace rod prevents upper and lower clamping plate stress deformation.
8th, anticorrosive coat can prevent the junction of girder steel and mounting blocks from getting rusty.
Brief description of the drawings
Fig. 1 is the utility model structural representation front view.
Fig. 2 is the utility model structural representation left view.
Fig. 3 is the installation diagram of the utility model mounting blocks and girder steel.
Fig. 4 is the structural representation front view that the utility model carries brace rod.
Fig. 5 is the structural representation left view that the utility model carries brace rod.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and implementation Example, the utility model is further elaborated.It should be appreciated that specific embodiment described herein is only explaining The utility model, it is not used to limit the utility model.
Embodiment 1
As shown in Figure 1, 2, steelframe attachment structure, including steel column 1 and girder steel 2, steel column 1 are fixedly connected with girder steel 2, wherein steel Beam 2 is I-beam, and train wheel bridge 3 and lower plate 4 are provided with steel column 1, is wherein installed between train wheel bridge 3 and lower plate 4 Mounting blocks 5, the outer surface on mounting blocks 5 offer I-shaped groove 6, and girder steel 2 is plugged in groove 6, and has screw to pass through Girder steel 2 and mounting blocks 5, and girder steel 2 and mounting blocks 5 are fixed together.
In the present embodiment, steel column 1 is installed on the ground, and girder steel 2 is arranged on steel column 1, and train wheel bridge 3 and lower plate 4 are fixed On steel column 1, and mounting blocks 5 are welded between train wheel bridge 3 and lower plate 4, and because groove 6 is I-shaped, girder steel 2 plugs Its free degree can be further limited in groove 6, girder steel 2 is fixedly connected with mounting blocks 5 finally by screw, further prevents The only movement of girder steel 2 and groove 6.
Embodiment 2
As shown in figure 3, in contrast to embodiment 1, the present embodiment optimizes groove 6, and spring is additionally provided with the cell wall of groove 6 Piece 7, is provided with fixing groove 8 on the girder steel 2 in groove 6, and spring leaf 7 is fastened in fixing groove 8.
In the present embodiment, further girder steel 2 tightly can be pressed against by spring leaf 7, while by the way that spring leaf 7 is consolidated It is scheduled in fixing groove 8, then further girder steel 2 can be tightly secured in fixing groove 8.
Embodiment 3
As shown in figure 3, in contrast to embodiment 2, the present embodiment optimizes groove 6, and spring leaf 7 is in " J " font, and spring leaf Notch of 7 hook portion 12 towards groove 6.
In the present embodiment, fixing groove 8 can be stuck in when girder steel 2 is extracted out in the spring leaf 7 of " J " font, its gib head 12 On cell wall, so as to improve the bonding strength of girder steel 2 and mounting blocks 5.
Embodiment 4
As shown in Figure 4,5, in contrast to embodiment 1, the present embodiment optimizes mounting blocks 5, and mounting blocks 5 are in I-shaped, and are pacified Dress block 5 is provided with stiffener plate 9 between train wheel bridge 3 and lower plate 4 respectively.
In the present embodiment, stiffener plate 9 can improve mounting blocks 5 and train wheel bridge 3 and the bonding strength of lower plate 4, prevent Mounting blocks 5 deform on lower plate 4 or train wheel bridge 3.
Embodiment 5
As shown in Figure 4,5, in contrast to embodiment 4, the present embodiment optimizes train wheel bridge 3 and lower plate 4, and train wheel bridge 3 is with Clamping plate 4 is in annulus tabular, and the wherein outer annular diameter of train wheel bridge 3 is more than the outer annular diameter of lower plate 4.
In the present embodiment, the outer annular diameter of train wheel bridge 3 is more than the outer annular diameter of lower plate 4, and then prevents rainwater from dropping into On lower plate 44, so as to cause ponding, anti-corrosion is reduced.
Embodiment 6
As shown in Figure 4,5, in contrast to embodiment 5, the present embodiment optimizes train wheel bridge 3 and lower plate 4, train wheel bridge 3 by with The junction of steel column 1 tilts down.
In the present embodiment, train wheel bridge 3 can be so such that rainwater quickly leads down, be prevented by being tilted down with the junction of steel column 1 Only the time is longer so as to getting rusty.
Embodiment 7
As shown in Figure 4,5, in contrast to embodiment 1, the present embodiment optimizes train wheel bridge 3 and lower plate 4, and train wheel bridge 3 is with Clamping plate 4 is provided with brace rod 10 between steel column 1.
In the present embodiment, brace rod 10 prevents train wheel bridge 3 and the stress deformation of lower plate 4.
Embodiment 8
As shown in figure 4, in contrast to embodiment 1, the present embodiment optimizes groove 6, between girder steel 2 and the junction of groove 6 It is provided with anticorrosive coat 11.
In the present embodiment, anticorrosive coat 11 can prevent the junction of girder steel 2 and mounting blocks 5 from getting rusty.
Although reference be made herein to the utility model is described multiple explanatory embodiments of the present utility model, still, It should be understood that those skilled in the art can be designed that a lot of other modifications and embodiment, these modifications and embodiment It will fall within spirit disclosed in the present application and spirit.More specifically, in disclosure, drawings and claims In the range of, a variety of variations and modifications can be carried out to the building block and/or layout of theme combination layout.Except to building block And/or outside the modification and improvement of layout progress, to those skilled in the art, other purposes also will be apparent.

Claims (8)

1. steelframe attachment structure, including steel column(1)And girder steel(2), the steel column(1)With girder steel(2)It is fixedly connected, wherein girder steel (2)For I-beam, it is characterised in that:The steel column(1)On be provided with train wheel bridge(3)And lower plate(4), wherein train wheel bridge(3) With lower plate(4)Between be installed with mounting blocks(5), the mounting blocks(5)On outer surface offer I-shaped groove (6), the girder steel(2)It is plugged in groove(6)It is interior, and there is screw to pass through girder steel(2)And mounting blocks(5), and by girder steel(2)And peace Fill block(5)It is fixed together.
2. steelframe attachment structure according to claim 1, it is characterised in that:The groove(6)Cell wall on be additionally provided with Spring leaf(7), positioned at the groove(6)Interior girder steel(2)On be provided with fixing groove(8), the spring leaf(7)It is fastened on fixation Groove(8)It is interior.
3. steelframe attachment structure according to claim 2, it is characterised in that:The spring leaf(7)In " J " font, and bullet Reed(7)Hook portion(12)Towards groove(6)Notch.
4. steelframe attachment structure according to claim 1, it is characterised in that:The mounting blocks(5)In I-shaped, and install Block(5)Respectively with train wheel bridge(3)And lower plate(4)Between be provided with stiffener plate(9).
5. steelframe attachment structure according to claim 4, it is characterised in that:The train wheel bridge(3)And lower plate(4)It is in Annulus tabular, wherein train wheel bridge(3)Outer annular diameter be more than lower plate(4)Outer annular diameter.
6. steelframe attachment structure according to claim 5, it is characterised in that:The train wheel bridge(3)By with steel column(1)Company The place of connecing tilts down.
7. steelframe attachment structure according to claim 1, it is characterised in that:The train wheel bridge(3)And lower plate(4)With Steel column(1)Between be provided with brace rod(10).
8. steelframe attachment structure according to claim 1, it is characterised in that:The girder steel(2)With groove(6)Junction Between be provided with anticorrosive coat(11).
CN201721019674.1U 2017-08-15 2017-08-15 Steelframe attachment structure Expired - Fee Related CN207048052U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721019674.1U CN207048052U (en) 2017-08-15 2017-08-15 Steelframe attachment structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721019674.1U CN207048052U (en) 2017-08-15 2017-08-15 Steelframe attachment structure

Publications (1)

Publication Number Publication Date
CN207048052U true CN207048052U (en) 2018-02-27

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721019674.1U Expired - Fee Related CN207048052U (en) 2017-08-15 2017-08-15 Steelframe attachment structure

Country Status (1)

Country Link
CN (1) CN207048052U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112302175A (en) * 2020-10-30 2021-02-02 梁国莉 Beam column connecting structure for high-rise building steel reinforced concrete composite structure
CN116623992A (en) * 2023-07-20 2023-08-22 北京国智惠民互联网科技有限公司 Building protection canopy and convenient structure of putting up

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112302175A (en) * 2020-10-30 2021-02-02 梁国莉 Beam column connecting structure for high-rise building steel reinforced concrete composite structure
CN116623992A (en) * 2023-07-20 2023-08-22 北京国智惠民互联网科技有限公司 Building protection canopy and convenient structure of putting up
CN116623992B (en) * 2023-07-20 2023-11-24 华北水利水电大学 Building protection canopy and convenient structure of putting up

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20180227

Termination date: 20200815