CN207079790U - Steel plate truss-like bearing plate - Google Patents

Steel plate truss-like bearing plate Download PDF

Info

Publication number
CN207079790U
CN207079790U CN201721013956.0U CN201721013956U CN207079790U CN 207079790 U CN207079790 U CN 207079790U CN 201721013956 U CN201721013956 U CN 201721013956U CN 207079790 U CN207079790 U CN 207079790U
Authority
CN
China
Prior art keywords
plate
reinforcement
truss
steel plate
supporting
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.)
Withdrawn - After Issue
Application number
CN201721013956.0U
Other languages
Chinese (zh)
Inventor
汤显衡
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201721013956.0U priority Critical patent/CN207079790U/en
Application granted granted Critical
Publication of CN207079790U publication Critical patent/CN207079790U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a kind of steel plate truss-like bearing plate, including steel plate truss, the steel plate truss includes bottom plate and is fixedly arranged on the supporting network of bottom plate upper end, the supporting network is crossed-over forming by multiple longitudinally disposed reinforcements and multiple reinforcements laterally set, multiple slotted eyes are evenly equipped with bottom plate, the edge of adjacent two slotted eyes upwardly extends a pair of supporting plates mutually fixed with reinforcement.Steel plate truss-like bearing plate provided by the utility model, for prior art, its construction stage bearing capacity is bigger, construction span is bigger, reduces the quantity of flooring secondary beam, and concrete bearing plate thickness is thinner, load-bearing plate structure deadweight is lighter, and uses space and perception with preferably indoor.

Description

Steel plate truss-like bearing plate
Technical field
A kind of steel plate truss-like bearing plate is the utility model is related to.
Background technology
Steel plate truss-like bearing plate can be widely applied to building field, and it is divided into many classes according to the difference of use demand Type, such as steel plate truss-like flooring bearing plate and steel plate truss-like roof-bearing plate etc..Wherein, steel bar girder building in the prior art The steel bar girder of board is typically the lower edge reinforcing bar by the reinforcing bar that winds up, and three kinds of reinforcement weldings of web member of connection top-bottom chord and Into;Counterdie steel plate is using galvanized steel plain sheet through roll-forming, and on counterdie steel plate, traditional steel bar girder building is held steel bar truss welding Plate because construction stage steel bar girder stability difference, it is necessary to increase steel bar girder height, cause floor support plate thickness relative It is thicker, floor support plate deadweight increase, and then the heavy burden of beam, post, basis is added, integrally-built construction cost is added indirectly. The many-sides such as the bearing capacity and load-bearing span of its construction stage have much room for improvement.
Utility model content
In view of the shortcomings of the prior art, the utility model provides a kind of steel plate truss-like bearing plate, more traditional reinforcing bar purlin For frame bearing plate, its construction stage bearing capacity is bigger, construction span is bigger, reduces the quantity of flooring secondary beam, concrete bearing Plate thickness is thinner, load-bearing plate structure deadweight is lighter, and uses space and perception with preferably indoor.
To achieve the above object, the utility model provides a kind of steel plate truss-like bearing plate, including steel plate truss, described Steel plate truss includes bottom plate and is fixedly arranged on the supporting network of bottom plate upper end, and the supporting network is by multiple longitudinally disposed reinforcements and more The individual reinforcement laterally set is crossed-over forming, and multiple slotted eyes, the edge of adjacent two slotted eyes are evenly equipped with bottom plate Place upwardly extends a pair of supporting plates mutually fixed with reinforcement.
It is using the advantages of above-mentioned technical proposal:Due to being evenly equipped with multiple slotted eyes on bottom plate, the weight of bottom plate is alleviated, and Because the edge of two adjacent slotted eyes upwardly extends a pair of supporting plates mutually fixed with reinforcement, by supporting plate with adding Strengthening tendons is fixed, and makes uniformly being supported and fixed everywhere for supporting network, whole load-bearing is made while ensure that intensity Plate becomes more frivolous;Because supporting network is mutually handed over by multiple longitudinally disposed reinforcements and multiple reinforcements laterally set Mistake is formed by connecting, and its netted structure enables whole bearing plate to have preferable stability, larger bearing capacity and anti-deformation Power.
As further improvement of the utility model, the both sides of the reinforcement along its length are provided with the first fixation Ear, the top of supporting plate described in each pair to both sides relative direction be bent to form two respectively with the fixed ear of reinforcement both sides first Corresponding the second fixed ear being fixedly connected.
It is using the advantages of above-mentioned technical proposal:Two the second fixed ears of each pair supporting plate respectively with reinforcement both sides One fixed ear is correspondingly fixedly connected, and be ensure that the intensity of junction between reinforcement and supporting plate, is improved stability, improves Weight capacity.
As further improvement of the utility model, each reinforcement and its fixed ear of both sides first are by same Strip steel plate is bent to form, and each reinforcement is bent to form the elongated slot set along its length, and longitudinally disposed adds The notch of the elongated slot of the notch of the elongated slot of strengthening tendons and the reinforcement laterally set is set towards two relative directions respectively, longitudinally disposed Reinforcement and the reinforcement that laterally sets between be connected by respective first fixed ear.
It is using the advantages of above-mentioned technical proposal:Because each reinforcement and its fixed ear of both sides first are by same bar Shape steel plate bending is formed, and each reinforcement is bent to form the elongated slot set along its length, is improving reinforcement While intensity, also make it that the weight of reinforcement is lighter, while save cost;The notch of the elongated slot of longitudinally disposed reinforcement The notch of the elongated slot of the reinforcement laterally set is set towards two relative directions respectively, improves the stability of supporting network, It is easy between longitudinally disposed reinforcement and the reinforcement laterally set be connected by respective first fixed ear.
As further improvement of the utility model, the slotted eye is bent to form after being cut by bottom plate corresponding position, the branch Fagging is made up of the part bent after cutting.
It is using the advantages of above-mentioned technical proposal:Structure is more reasonable, is easy to the processing of bottom plate and supporting plate;Supporting plate by Bottom plate, which is cut, to be bent to form, and is integrally formed with bottom plate, so need not additionally increase supporting construction, alleviates the entirety of bearing plate Weight, while it is easy to the transport of parts.
As further improvement of the utility model, the supporting plate at least has one to cut the inclination formed by bottom plate Side, the inclined side of each pair supporting plate side direction into two supporting plates have been bent to form reinforcing edge.
It is using the advantages of above-mentioned technical proposal:Due to supporting plate be by cut being bent to form to bottom plate, will be every To the inclined side of supporting plate, into two supporting plates, side direction is bent to form reinforcing edge, improves the intensity of supporting plate, prevents from propping up Fagging deforms, so that the reinforcement that each pair supporting plate is connected can obtain more preferable supporting role.
Brief description of the drawings
Fig. 1 is the structure chart of the utility model embodiment;
Fig. 2 is the explosive view of the utility model embodiment;
Fig. 3 is the enlarged drawing of part A in Fig. 1;
Fig. 4 is the enlarged drawing of part B in Fig. 2;
Fig. 5 is the local side view of the utility model embodiment;
Fig. 6 is the local front view of the utility model embodiment;
Fig. 7 is the enlarged drawing of C portion in Fig. 2;
The top view of Fig. 8 the utility model embodiment bottom plates;
Fig. 9 is the enlarged drawing of D parts in Fig. 8.
Embodiment
The embodiment of steel plate truss-like bearing plate of the present utility model is as shown in figs 1-9:A kind of steel plate truss-like bearing plate, Including steel plate truss, the steel plate truss includes bottom plate 2 and is fixedly arranged on the supporting network 1 of the upper end of bottom plate 2, and the supporting network 1 is by more Individual longitudinally disposed reinforcement 11 and multiple reinforcements 12 laterally set are crossed-over forming, and are evenly equipped with bottom plate 2 more Individual slotted eye 21, the edge of adjacent two slotted eyes 21 upwardly extend a pair of supporting plates fixed with the phase of reinforcement 11 or 12 22。
In the present embodiment, the both sides of the reinforcement 12 along its length are provided with the first fixed ear 13, each pair institute State the top of supporting plate 22 to both sides relative direction be bent to form two respectively with the first fixed ear of both sides of reinforcement 11 or 12 13 corresponding the second fixed ears 221 being fixedly connected.
In the present embodiment, each reinforcement 11 and 12 and its first fixed ear of both sides 13 are by same strip steel The broken line of plate along its length is bent to form, and each reinforcement 11 and 12 is bent to form what is set along its length The notch of the elongated slot of elongated slot 14, the elongated slot 14 of longitudinally disposed reinforcement 11 and the reinforcement 12 laterally set is respectively towards two phases Direction is set, connected between longitudinally disposed reinforcement 11 and the reinforcement 12 laterally set by respective first fixed ear 13 Connect fixation;Wherein, the notch direction of the elongated slot 14 of the reinforcement 12 laterally set upward, because elongated slot 14 is to pass through strip steel plate It is bent to form, the lower end of the reinforcement 12 laterally set, which corresponds to the position of elongated slot 14, can accordingly have a strip projected parts 15, can pass through The projection 15 is inserted between two multipair supporting plates 22, two supporting plates 22 is clamped in raised 15 both sides to it Positioning, further increases the stability connected between the reinforcement 12 laterally set and supporting plate 22.
In the present embodiment, the slotted eye 21 is bent to form after being cut by the corresponding position of bottom plate 2, and the supporting plate 22 is by cutting The part bent afterwards is formed.
In the present embodiment, the supporting plate 22 at least has one to cut the inclined side 222 formed, each pair branch by bottom plate 2 The inclined side 222 of fagging 22 side direction into two supporting plates 22 has been bent to form reinforcing edge 223.
In the present embodiment, because bottom plate 2, supporting plate 22 or reinforcement 11 and 12 are by the direct bent of steel plate Into especially supporting plate 22 and slotted eye 21 are directly to be cut, be bent to form on a base plate 2, between supporting network and bottom plate Extra supporting construction need not be set, therefore be readily transported and process.First of reinforcement 11 described in the present embodiment is fixed Between ear 13 and the second fixed ear 221 of supporting plate 22 and the first fixed ear 13 of longitudinally disposed reinforcement 11 and laterally It can be connected between first fixed ear 13 of the reinforcement 12 of setting through but not limited to welding manner, other modes can also be used Connection, such as the connection that presses.
For the more traditional steel bar girder bearing plate of steel plate truss-like bearing plate provided by the utility model, its construction stage Bearing capacity is bigger, construction span is bigger, reduces the quantity of flooring secondary beam, concrete bearing plate thickness is thinner, load-bearing plate structure from Weight is lighter, and uses space and perception with preferably indoor, thus applicability is wider, is held available for flooring load-bearing and roofing Weight.
One kind of above example, simply the utility model preferably instantiation, those skilled in the art are new in this practicality The usual variations and alternatives carried out in the range of type technical scheme are included in the scope of protection of the utility model.

Claims (5)

1. a kind of steel plate truss-like bearing plate, including steel plate truss, it is characterised in that:The steel plate truss is including bottom plate and admittedly Supporting network located at bottom plate upper end, the supporting network are mutual by multiple longitudinally disposed reinforcements and multiple reinforcements for laterally setting It is cross-linked and forms, multiple slotted eyes are evenly equipped with bottom plate, the edge of adjacent two slotted eyes has upwardly extended a pair with strengthening The supporting plate that muscle is mutually fixed.
2. according to the steel plate truss-like bearing plate described in claim 1, it is characterised in that:The reinforcement is along its length Both sides be provided with the first fixed ear, the top of supporting plate described in each pair to both sides relative direction be bent to form two respectively with The second fixed ear that the fixed ear of reinforcement both sides first is correspondingly fixedly connected.
3. according to the steel plate truss-like bearing plate described in claim 2, it is characterised in that:Each reinforcement and its both sides First fixed ear is bent to form by same strip steel plate, and each reinforcement has been bent to form and set along its length Elongated slot, the notch of the elongated slot of the notch of the elongated slot of longitudinally disposed reinforcement and the reinforcement laterally set is respectively towards two phases Direction is set, connected admittedly by respective first fixed ear between longitudinally disposed reinforcement and the reinforcement laterally set It is fixed.
4. according to the steel plate truss-like bearing plate described in Claims 2 or 3, it is characterised in that:The slotted eye is corresponding by bottom plate Place is bent to form after cutting, and the supporting plate is made up of the part bent after cutting.
5. according to the steel plate truss-like bearing plate described in claim 4, it is characterised in that:The supporting plate at least have one by Bottom plate cuts the inclined side to be formed, and the inclined side of each pair supporting plate side direction into two supporting plates has been bent to form reinforcing edge.
CN201721013956.0U 2017-08-14 2017-08-14 Steel plate truss-like bearing plate Withdrawn - After Issue CN207079790U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721013956.0U CN207079790U (en) 2017-08-14 2017-08-14 Steel plate truss-like bearing plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721013956.0U CN207079790U (en) 2017-08-14 2017-08-14 Steel plate truss-like bearing plate

Publications (1)

Publication Number Publication Date
CN207079790U true CN207079790U (en) 2018-03-09

Family

ID=61419794

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721013956.0U Withdrawn - After Issue CN207079790U (en) 2017-08-14 2017-08-14 Steel plate truss-like bearing plate

Country Status (1)

Country Link
CN (1) CN207079790U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107338896A (en) * 2017-08-14 2017-11-10 汤显衡 Steel plate truss-like bearing plate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107338896A (en) * 2017-08-14 2017-11-10 汤显衡 Steel plate truss-like bearing plate

Similar Documents

Publication Publication Date Title
CN205529906U (en) Take semi -closed trough perforated plate's quadrature opposite sex combination bridge panel
CN207211464U (en) A kind of new reinforcing steel bar truss plate
CN107023114B (en) A kind of combination beam of the connector and its composition of steel and concrete combined structure
CN101949191A (en) Method for constructing unsupported super-long irregularly-shaped overhanging floor
CN105887660B (en) A kind of perforated plate connector with boot-shaped slot, girder steel and method
CN106401040A (en) Light steel pitched roof substrate dry tile hanging structure and method for changing plane roof into pitched roof
CN207079790U (en) Steel plate truss-like bearing plate
CN107338896A (en) Steel plate truss-like bearing plate
CN211037028U (en) Steel truss and raft foundation
CN110499857A (en) A kind of precast concrete superimposed sheet vertically goes out the installation method of muscle and readjustment
CN205444888U (en) Novel steel bar truss building carrier plate die block
CN211447422U (en) Steel bar truss floor support plate
CN106088470B (en) Assembly concrete complex case shape beam and its construction method
CN202440991U (en) Truss rebar type concrete beam
CN205475867U (en) Strengthen U type light gauge steel
CN205444620U (en) Steel bar truss building carrier plate die block
CN210127568U (en) From prefabricated superimposed sheet of taking location nail
CN207268040U (en) A kind of mixing material reinforced concrete slab for assembled architecture
CN210976257U (en) Novel steel bar truss floor support plate
CN217054015U (en) Evaporate and press aerated concrete superimposed sheet
KR200332994Y1 (en) Roof truss for still structure
EP2546428B1 (en) Wall stud
KR20190070032A (en) Composite deck plate for adhering z-shaped latticed bar, and manufacturing method for the same
CN204940643U (en) A kind of steel bar truss floor support plate mounting structure
CN214995096U (en) But fast assembly's building engineering bearing plate

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20180309

Effective date of abandoning: 20220927

AV01 Patent right actively abandoned

Granted publication date: 20180309

Effective date of abandoning: 20220927

AV01 Patent right actively abandoned
AV01 Patent right actively abandoned