CN207453273U - Steel construction reinforcing plate - Google Patents

Steel construction reinforcing plate Download PDF

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Publication number
CN207453273U
CN207453273U CN201720871607.6U CN201720871607U CN207453273U CN 207453273 U CN207453273 U CN 207453273U CN 201720871607 U CN201720871607 U CN 201720871607U CN 207453273 U CN207453273 U CN 207453273U
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CN
China
Prior art keywords
plate
reinforcing plate
steel
steel plate
support component
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Active
Application number
CN201720871607.6U
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Chinese (zh)
Inventor
姜得刚
孙广田
官军伟
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.)
Qingdao Shun Thai Steel Structure Engineering Co Ltd
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Qingdao Shun Thai Steel Structure Engineering Co Ltd
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Priority to CN201720871607.6U priority Critical patent/CN207453273U/en
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Abstract

The utility model discloses steel construction reinforcing plates, upper steel plate, the lower steel plate of horizontal arrangement connect the structure that Formation cross-section is in I-shaped by vertical reinforcing plate, the inside of upper steel plate and lower steel plate is provided with support component a each along horizontal cross Xun Huan arrangement, support component a includes arch-shaped plate and trapezoidal supporting block, and trapezoidal supporting block is reversely embedded at the middle part of arch-shaped plate;Reinforcing plate is arranged to cylindrical structure, and girder steel is provided at the vertical central axis of reinforcing plate, the arrangement that is centrosymmetric of corresponding two madial wall of girder steel is provided with reinforcement block, reinforcement block cuts to form triangle block structure along the sidewall sections of reinforcing plate in concave arc shape.Compressive property ensure that by girder steel, reinforcement block improves the stability and surface quality of reinforcing plate;Support component a fully alleviates the pressure in horizontal direction and vertical direction;Steel construction reinforcing plate can bear larger vibration and shock loading, prolong the service life when being installed.

Description

Steel construction reinforcing plate
Technical field
The utility model belongs to Steel structure equipment technical field, and in particular to steel construction reinforcing plate.
Background technology
With social progress, promote every profession and trade development, spandrel girder steel construction is widely used in many fields, as elevator, Bridge, house etc..Using steel structure frame as bearing structure so that building is securely and stable.Shaped steel is that have to determine Section configuration and the sizable vertical bar steel of the ratio between length and perimeter of section, because it is strong with multiple directions bending resistance, are holding When carrier strip part is identical, metal 10-15% can be saved, and the advantages that construction is simple, cost-effective and lightweight construction, it is extensive Using.Steel structure body in the prior art, although simple in structure, the integral strength of steel structure body is low, bears to vibrate and rush It hits that the ability of load is weaker, the supporting degree of entire steel construction is caused to decline so that the reduction of service life.In long-time service process In, the bearing capacity for being connected vertical beam is higher than there are bearing capacity, steel plate is easily bent deformation, and the whole easily displacement of beam column is made Into the unstable of whole building.Therefore, a kind of new steel structure reinforcing plate how is researched and developed, improves bearing capacity, is had important Realistic meaning.
Utility model content
For support performance in the prior art it is poor the technical issues of, the purpose of this utility model is to provide steel Structural reinforcing plate.
The technical solution that the utility model is taken is:
Steel construction reinforcing plate, including upper steel plate, lower steel plate and reinforcing plate, upper steel plate, the lower steel plate of horizontal arrangement, which pass through, to be erected Straight reinforcing plate connection Formation cross-section is in the structure of I-shaped, and the inside of the upper steel plate and lower steel plate is followed each along horizontal cross Ring arrangement is provided with support component a, and support component a includes arch-shaped plate and trapezoidal supporting block, and trapezoidal supporting block is reversely embedded The middle part of arch-shaped plate;Reinforcing plate is arranged to cylindrical structure, and girder steel is provided at the vertical central axis of reinforcing plate, with girder steel phase The arrangement that is centrosymmetric of corresponding two madial wall is provided with reinforcement block, and reinforcement block is cut along the sidewall sections of reinforcing plate in concave arc shape It cuts to form triangle block structure.
Further, the height of the arch-shaped plate of the support component a is less than the thickness of upper steel plate or lower steel plate.
Further, the trapezoidal supporting block of the support component a is arranged to isosceles trapezoidal structure, the thickness of trapezoidal supporting block For the half of the height of arch-shaped plate.
Further, the support component a inside the upper steel plate and lower steel plate can be replaced support component b.
Further, the supporting steel plate and weighted spherical ball of the support component b bag inverted " v " shapes, the tangent setting of weighted spherical ball In the madial wall of the supporting steel plate of inverted " v " shape.
Further, the weighted spherical ball is arranged to medicine ball.
Further, it is embedded with triangle reinforcing rib in the weighted spherical ball.
The beneficial effects of the utility model are:
Reinforcing plate in the utility model ensure that compressive property by girder steel, and reinforcement block improves the stability of reinforcing plate And surface quality;The arch-shaped plate of support component a has certain bearing capacity, and the side wall of arch-shaped plate plays trapezoidal supporting block Position-limiting action fully alleviates the pressure in horizontal direction and vertical direction;The physical arrangement intensity of support component b is high, support Performance is good, improves bearing capacity;Steel construction reinforcing plate can bear larger vibration and shock loading when being installed, and extend Service life.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model.
Fig. 2 is the structure diagram of support component a in the utility model.
Fig. 3 is the structure diagram of support component b in the utility model.
Wherein, 1, upper steel plate;2nd, reinforcement block;3rd, girder steel;4th, lower steel plate;5th, arch-shaped plate;6th, trapezoidal supporting block;7th, support Steel plate;8th, weighted spherical ball.
Specific embodiment
The utility model is further illustrated below in conjunction with the accompanying drawings.
Embodiment 1
As depicted in figs. 1 and 2, steel construction reinforcing plate, including upper steel plate 1, lower steel plate 4 and reinforcing plate, horizontal arrangement it is upper Steel plate 1, lower steel plate 4 connect the structure that Formation cross-section is in I-shaped, the upper steel plate 1 and lower steel plate 4 by vertical reinforcing plate Inside horizontal cross cycle arrangement is provided with support component a, support component a includes arch-shaped plate 5 and trapezoidal support Block 6, trapezoidal supporting block 6 are reversely embedded at the middle part of arch-shaped plate 5;Reinforcing plate is arranged to cylindrical structure, the longitudinal direction of reinforcing plate Central axis is provided with girder steel 3, and the arrangement that is centrosymmetric of 3 corresponding two madial wall of girder steel is provided with reinforcement block 2, reinforcement block 2 cut to form triangle block structure along the sidewall sections of reinforcing plate in concave arc shape.
Girder steel 3 inside reinforcing plate effectively raises the intensity of i-beam structure reinforcing plate, so as to ensure that crushing resistance Can, the reinforcement block 2 of firm beam both sides is well merged with the side wall of reinforcing plate, and the arrangement mode being centrosymmetric substantially increases Structural strength between steel plate 1 and lower steel plate 4 reduces the deformation of two inside arc reinforcement block 2 of reinforcing plate and 3 seam crossing of girder steel, Improve the stability and surface quality of reinforcing plate.
The height of the arch-shaped plate 5 of support component a is less than the thickness of upper steel plate 1 or lower steel plate 4.The design makes arch-shaped plate 5 itself have certain thickness, using the design method of bridge structure, make it have certain bearing capacity, meanwhile, arch-shaped plate 5 side wall plays position-limiting action to trapezoidal supporting block 6, for compensator or trimmer pressure.
The trapezoidal supporting block 6 of support component a is arranged to isosceles trapezoidal structure, and the thickness of trapezoidal supporting block 6 is arch-shaped plate 5 Height half.Trapezoidal supporting block 6 makes trapezoidal supporting block 6 and arch-shaped plate 5 closely engage by the way of installation of standing upside down, Mutually support, fully alleviates the pressure in horizontal direction and vertical direction.
Steel construction reinforcing plate in the utility model is reasonable in design when being installed, good, the structural stability of rigidity Height can bear larger vibration and shock loading, and band etc. occurs to the requirement of natural calamity resistance suitable for some more earthquakes In higher building structure, upper steel plate 1, lower steel plate 4 increase contact area, and reinforcing plate plays strong branch along longitudinal direction Support acts on.
Embodiment 2
On the basis of embodiment 1, different from embodiment 1, as shown in figure 3, the support inside upper steel plate 1 and lower steel plate 4 Component a can be replaced support component b.
The supporting steel plate 7 and weighted spherical ball 8 of support component b bag inverted " v " shapes, weighted spherical ball 8 is tangent to be arranged on inverted " v " shape The madial wall of supporting steel plate 7.Weighted spherical ball 8 can improve 1 He of upper steel plate effectively by upper steel plate 1 and the decentralization of lower steel plate 4 The sedate property of 4 bottom of lower steel plate, physical arrangement intensity is high, and support performance is good, avoids deforming upon, the supporting steel of inverted " v " shape Plate 7 extends the power on vertical direction to both sides, relieves stress, and improves bearing capacity, prolongs the service life.
Weighted spherical ball 8 is arranged to medicine ball.Excellent fillibility improves the consistency of weighted spherical ball 8, makes steadily of centre of gravity.
Triangle reinforcing rib is embedded in weighted spherical ball 8.Reinforcing rib plays support, strengthens tightness, increases whole structure Intensity forms equally distributed reinforcement dynamics, extends whole service life.
The above is not the limitation to the utility model, it should be pointed out that:For the ordinary skill people of the art For member, on the premise of the utility model in essence scope is not departed from, several variations, modifications, additions or substitutions can also be made, These improvements and modifications also should be regarded as the scope of protection of the utility model.

Claims (7)

1. steel construction reinforcing plate, which is characterized in that including upper steel plate, lower steel plate and reinforcing plate, the upper steel plate of horizontal arrangement, lower steel Plate connects the structure that Formation cross-section is in I-shaped by vertical reinforcing plate, and the inside of the upper steel plate and lower steel plate is each along water Flat traverse cycle arrangement is provided with support component a, and support component a includes arch-shaped plate and trapezoidal supporting block, and trapezoidal supporting block is anti- To being embedded at the middle part of arch-shaped plate;Reinforcing plate is arranged to cylindrical structure, and girder steel is provided at the vertical central axis of reinforcing plate, The arrangement that is centrosymmetric of corresponding two madial wall of girder steel is provided with reinforcement block, reinforcement block is in along the sidewall sections of reinforcing plate Concave arc shape cuts to form triangle block structure.
2. steel construction reinforcing plate according to claim 1, which is characterized in that the height of the arch-shaped plate of the support component a Less than upper steel plate or the thickness of lower steel plate.
3. steel construction reinforcing plate according to claim 1, which is characterized in that the trapezoidal supporting block of the support component a is set For isosceles trapezoidal structure, the thickness of trapezoidal supporting block is the half of the height of arch-shaped plate.
4. steel construction reinforcing plate according to claim 1, which is characterized in that the support group inside the upper steel plate and lower steel plate Part a can be replaced support component b.
5. steel construction reinforcing plate according to claim 4, which is characterized in that the support of the support component b bag inverted " v " shapes Steel plate and weighted spherical ball, the madial wall of the tangent supporting steel plate for being arranged on inverted " v " shape of weighted spherical ball.
6. steel construction reinforcing plate according to claim 5, which is characterized in that the weighted spherical ball is arranged to medicine ball.
7. steel construction reinforcing plate according to claim 5, which is characterized in that triangle reinforcement is embedded in the weighted spherical ball Muscle.
CN201720871607.6U 2017-07-18 2017-07-18 Steel construction reinforcing plate Active CN207453273U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720871607.6U CN207453273U (en) 2017-07-18 2017-07-18 Steel construction reinforcing plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720871607.6U CN207453273U (en) 2017-07-18 2017-07-18 Steel construction reinforcing plate

Publications (1)

Publication Number Publication Date
CN207453273U true CN207453273U (en) 2018-06-05

Family

ID=62247524

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720871607.6U Active CN207453273U (en) 2017-07-18 2017-07-18 Steel construction reinforcing plate

Country Status (1)

Country Link
CN (1) CN207453273U (en)

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