CN209039390U - A kind of support construction for coke dry quenching body and a kind of coke dry quenching body - Google Patents

Abstract

The utility model provides a kind of support construction for coke dry quenching body, support construction includes two peripheral support framves and the intermediate support beam that is arranged between two peripheral support framves, support construction is divided into furnace body accommodating chamber and transmission mechanism accommodating chamber by intermediate support beam, peripheral support frame includes spaced first pillar and the second pillar, space between first pillar and the second pillar is divided into Support and installing zone along the length direction of the first pillar, installing zone is for being arranged transmission mechanism, the first reinforcing rod of multiple connection the first pillars and the second pillar is provided in Support, the second reinforcing rod of at least one connection the first pillar and the second pillar is provided in installing zone.The utility model additionally provides a kind of coke dry quenching body, and support construction rigidity significantly improves, and reduces the investment of material, to reduce cost of investment.

Description

A kind of support construction for coke dry quenching body and a kind of coke dry quenching body

Technical field

The utility model relates to Dry Quenching Technology fields, and in particular to a kind of support construction for coke dry quenching body and A kind of coke dry quenching body including the support construction.

Background technique

With the increase of coke demand, the promotion of dry coke quenching processing capacity, coke dry quenching body structure height, which has, gradually to be mentioned High trend, dry coke quenching is increasingly widespread in addition, the design condition rather harsh in some areas, as wind load it is big (some even It is typhoon region), earthquake intensity is big (8 degree of seismic fortification intensity or more areas), and existing coke dry quenching body structure can not be kept away That exempts from has the problem that

1) with the increase of the coke dry quenching body structure height, if meeting deformation and strong only according to member section is increased Degree requires, and certainly will cause the surge of steel material, to increase cost of investment.

2) larger for some wind loads or higher area of earthquake intensity, due to the height value of coke dry quenching body structure Larger (usually 50m high or so), increases the section of support column and supporting element in order to meet deformation requirements, increases institute to realize The purpose stated the coke dry quenching body rigidity of structure, reduce sidesway.But found during actual process, above method effect is not Obviously.

Therefore, a kind of new structure applied to coke dry quenching body how is designed to increase the rigidity of coke dry quenching body structure And reduce the problem of equipment cost is as urgent need to resolve.

Utility model content

The purpose of this utility model is to provide a kind of support constructions for coke dry quenching body and a kind of coke dry quenching body. The support construction can effectively increase the rigidity of structure of the coke dry quenching body, reduce the usage amount of steel, reduce throwing Provide cost.

To achieve the goals above, it as the one aspect of the utility model, provides a kind of for coke dry quenching body Support construction, the support construction include two peripheral support framves and the centre branch being arranged between two peripheral support framves The support construction is divided into furnace body accommodating chamber and transmission mechanism accommodating chamber, the periphery branch by support, the intermediate support beam Support includes spaced first pillar and the second pillar, and the space between first pillar and second pillar is along institute The length direction for stating the first pillar is divided into Support and installing zone, and the installing zone is for being arranged transmission mechanism, the branch The first reinforcing rod of multiple connection first pillars and second pillar is provided in support area, wherein in the installing zone It is provided at least one second reinforcing rod for connecting first pillar and second pillar.

Preferably, second reinforcing rod includes first crossbeam, and one end of the first crossbeam and first pillar connect Connect, the other end of the first crossbeam is connect with second pillar, the length direction of the first crossbeam with described first The length direction of column is vertical.

Preferably, second reinforcing rod further includes the first cant beam, be provided in the installing zone at least one described One cant beam；The institute for connecting the first crossbeam and first pillar is provided between the first crossbeam and first pillar It states and is provided with the connection first crossbeam and described the between the first cant beam and/or the first crossbeam and second pillar First cant beam of two pillars.

Preferably, two peripheral support framves are respectively the first peripheral support frame and the second peripheral support frame, and described One peripheral support frame is oppositely arranged with the second peripheral support frame, and the first peripheral support frame is located at the transmission mechanism Accommodating chamber side, the second peripheral support frame are located at furnace body accommodating chamber side.

Preferably, the Support of the second peripheral support frame includes the first Support and props up along second periphery Spaced two the second Support of the length direction of support, first Support are located at two second Support In interval,

Multiple first reinforcing rods, the first reinforcing rod packet are provided in second Support of the second peripheral support frame Spaced multiple second cross beams and multiple second cant beams are included, one end of the second cross beam is connect with first pillar, The other end of the second cross beam is connect with second pillar, the length direction of the second cross beam and first pillar Length direction is vertical；The connection second cross beam and described first are provided between the second cross beam and first pillar Be provided between second cant beam of column and/or the second cross beam and second pillar connection second cross beam with Second cant beam of second pillar；It is provided in second Support and multiple is connected to spaced described second Second cant beam between crossbeam；

First Support further includes that spaced third crossbeam and the 4th crossbeam and spaced first stand Column, the second column, the third one end of the beam are connect with first pillar, the other end of the third crossbeam and described second Pillar connection, the 4th one end of the beam connect with first pillar, the other end of the 4th crossbeam and described second Column connection；One end of first column is connect with the third crossbeam, the other end of first column and the 4th cross Beam connection, the length direction of first column is parallel with the length direction of first pillar, one end of second column It is connect with the third crossbeam, the other end of second column is connect with the 4th crossbeam, the length of second column Direction is parallel with the length direction of first pillar.

Preferably, connection first column and described first is provided between first column and first pillar The third cant beam of pillar；Connection second column and described second is provided between second column and second pillar 4th cant beam of pillar.

Preferably, it is provided with multiple first reinforcing rods in the Support of the first peripheral support frame, described first Reinforcing rod includes spaced multiple second cross beams and multiple second cant beams, one end of the second cross beam with described first Column connection, the other end of the second cross beam connect with second pillar, the length direction of the second cross beam and described the The length direction of one pillar is vertical；

The connection second cross beam and first pillar are provided between the second cross beam and first pillar Be provided between second cant beam and/or the second cross beam and second pillar connection second cross beam with it is described Second cant beam of second pillar.

Preferably, the intermediate support beam includes spaced third pillar and the 4th pillar, the third pillar and The lower part of 4th pillar includes third Support and the 4th Support, and the third Support is located at the 4th Support along The top in three strut lengths directions,

The third Support and the 4th Support include multiple first reinforcing rods, first reinforcing rod Including spaced multiple second cross beams and multiple second cant beams, one end of the second cross beam and the third pillar connect It connects, the other end of the second cross beam is connect with the 4th pillar, the length direction of the second cross beam and the third branch The length direction of column is vertical,

The connection second cross beam and the third pillar are provided between the second cross beam and the third pillar Be provided between second cant beam and/or the second cross beam and the 4th pillar connection second cross beam with it is described Second cant beam of 4th pillar,

4th Support also includes at least two spaced second cross beams, and two spaced described Second cant beam of two second cross beams of connection is provided between second cross beam.

Preferably, the support construction includes the first sub- truss, the second sub- truss, the 5th crossbeam and the 6th crossbeam, described First sub- truss is connect with the top of first pillar and the third pillar respectively, the second sub- truss respectively with it is described The connection of the top of second pillar and the 4th pillar；

5th crossbeam is connected between first pillar of the first peripheral support frame and second pillar, And one end of the 5th crossbeam is connect with the described first sub- truss, the other end and the described second sub- truss of the 5th crossbeam Connection,

6th crossbeam is connected between first pillar of the second peripheral support frame and second pillar, And one end of the 6th crossbeam is connect with the described first sub- truss, the other end and the described second sub- truss of the 6th crossbeam Connection.

As the other side of the utility model, a kind of coke dry quenching body is provided, the coke dry quenching body includes dry It puts out furnace, promotion unit and the support construction, the coke dry quenching furnace to be located in the furnace body accommodating chamber, the promotion unit is located at In the transmission mechanism accommodating chamber, wherein the support construction is above-mentioned support construction provided by the utility model.

The utility model has with technical effect:

Support construction provided in the utility model increases effectively institute by the way that the second reinforcing rod is arranged in installing zone The rigidity for stating coke dry quenching body structure, the optimization for reinforcing rod structure arrangement due to second, so that the power transmission way of the support construction Diameter is more reasonable, to can meet the control to support construction displacement and stress using the lesser crossbeam of size and cant beam System, efficiently reduces the usage amount of steel, reduces cost of investment.

Detailed description of the invention

Attached drawing is to be used to provide a further understanding of the present invention, and constitute part of specification, and following Specific embodiment be used to explain the utility model together, but do not constitute limitations of the present invention.In the accompanying drawings:

Fig. 1 is the first peripheral support frame the schematic diagram of the section structure provided by the utility model；

Fig. 2 is the second peripheral support frame the schematic diagram of the section structure provided by the utility model；

Fig. 3 is intermediate support beam the schematic diagram of the section structure provided by the utility model；

Fig. 4 is the pillar plan view of support construction provided by the utility model；

Fig. 5 is truss structure schematic diagram provided by the utility model.

Description of symbols

100: installing zone 1010: first crossbeam

1020: the first cant beams 200: Support

210: the first Support, 220: the second Support

230: 240: the four Support of third Support

2110: 2120: the four crossbeam of third crossbeam

2130: the first column, 2140: the second column

2150: 2160: the four cant beam of third cant beam

2210: 2220: the second cant beam of second cross beam

310: the first pillar, 320: the second pillar

410: 420: the four pillar of third pillar

500: the sub- truss of truss 510: the first

520: the second sub- 530: the five crossbeams of truss

540: the six crossbeams

Specific embodiment

Specific embodiment of the present utility model is described in detail below in conjunction with attached drawing.It should be understood that herein Described specific embodiment is only used for describing and explaining the present invention, and is not intended to limit the utility model.

As the one aspect of the utility model, a kind of support construction for coke dry quenching body is provided, such as Fig. 1 and figure Shown in 2, the support construction includes two peripheral support framves and the intermediate supports that are arranged between two peripheral support framves The support construction is divided into furnace body accommodating chamber and transmission mechanism accommodating chamber, the peripheral support by frame, the intermediate support beam Frame includes spaced first pillar 310 and the second pillar 320, the space between the first pillar 310 and the second pillar 320 It is divided into Support 200 and installing zone 100 along the length direction of the first pillar 310, installing zone 100 is for being arranged conveyer Structure is provided with the first reinforcing rods of multiple connection the first pillars 310 and the second pillar 320 in Support 200, wherein the peace The second reinforcing rod of at least one connection the first pillar 310 and the second pillar 320 is provided in dress area 100.

As described above, in the present invention, the support construction includes two peripheral support framves, the peripheral support frame Space edge including spaced first pillar 310 and the second pillar 320, between the first pillar 310 and the second pillar 320 The length direction of the first pillar 310 be divided into Support and installing zone, by the way that the second reinforcing rod is arranged in the installing zone, make Obtaining the first pillar 310 and the second pillar 320 becomes freely-supported from original cantilever, to reduce the first post top portion and second The computational length of column top, reduces the stress of pillar, simultaneously as second reinforcing rod is increased, so that originally each other Isolated the first pillar 310 and the second pillar 320 is connected to each other, and forms the very big latticed members in cross section, and then make The support construction rigidity significantly improve, in the prior art by way of increasing member section compared with, reduce material Investment, to reduce cost of investment.

It should be noted that the section that only actual support structure corresponds to installing zone of installing zone 100 shown in Fig. 1 and Fig. 2 shows It is intended to, in other words, in actual support construction, the installing zone refers to the peripheral support frame and the intermediate support beam Area of space in corresponding diagram 1 at the position of appended drawing reference " 100 ", the region is for transmission mechanism described in installation and operation.

In the present invention, as depicted in figs. 1 and 2, second reinforcing rod includes first crossbeam 1010, first crossbeam 1010 one end is connect with the first pillar 310, and the other end of first crossbeam 1010 is connect with the second pillar 320, first crossbeam 1010 length direction is vertical with the length direction of the first pillar 310.Multiple described second are provided in installing zone 100 to reinforce Bar, second reinforcing rod further include the first cant beam 1020, at least one first cant beam 1020 is provided in installing zone 100；The The first cant beam 1020 of connection first crossbeam 1010 and the first pillar 310 is provided between one crossbeam 1010 and the first pillar 310, And/or the first of connection first crossbeam 1010 and the second pillar 320 is provided between first crossbeam 1010 and the second pillar 320 Cant beam 1020.

As described above, being provided with second reinforcing rod in installing zone 100, second reinforcing rod includes first crossbeam 1010 and first cant beam 1020, as a kind of preferred embodiment of the utility model, as depicted in figs. 1 and 2, the second reinforcing rod First crossbeam 1010 including the setting of two relative spacings, 1010 one end of first crossbeam connect with the first pillar, the other end and the The connection of two pillars, so that first pillar in the installing zone and interconnection the second pillar each other, with Increase the rigidity of structure.

In addition, in order to which the structure between the first pillar 310 and the second pillar 320 further reinforced in the installing zone is rigid Degree is provided with several first cant beams 1020, specifically between first crossbeam 1010, the first pillar 310 and the second pillar 320 Ground, as a kind of preferred embodiment of the utility model, as depicted in figs. 1 and 2, the number of the first cant beam 1020 is four, The diagonal line according to installing zone 100 of four the first cant beams 1020 is arranged, also, 1020 one end of the first cant beam of two of them connects First pillar 310, the other end connect first crossbeam 1010.Correspondingly, other two 1020 one end of the first cant beam connection second Pillar 320, the other end connect first crossbeam 1010.The first cant beam 1020 is arranged through the above way can further increase installing zone The rigidity of support construction in 100.

It should be noted that the connection type and particular number of the above-mentioned first crossbeam of the utility model and the first cant beam are only Example explanation can also include certainly other connection types, and the utility model is not construed as limiting this, as long as according to practical work Rigidity ratio in journey and force request is answered calculate and determine specific connection type and required first crossbeam and first The particular number of cant beam, and can be realized the technical effect for increasing the support construction rigidity.

In the present invention, two peripheral support framves are respectively the first peripheral support frame and the second peripheral support Frame, the first peripheral support frame are oppositely arranged with the second peripheral support frame, and the first peripheral support frame is located at institute Transmission mechanism accommodating chamber side is stated, the second peripheral support frame is located at furnace body accommodating chamber side；

As described above, the first peripheral support frame and the second peripheral support frame are located at the support construction Two sides, and it is provided with the intermediate support beam between the first peripheral support frame and the second peripheral support frame, with So that space between the first peripheral support frame and the intermediate support beam constitutes transmitting device accommodating chamber, outside described second Enclose the accommodating chamber that the space between support frame and the intermediate support beam constitutes coke dry quenching body.

By above structure, coke dry quenching furnace can be made to be located in the coke dry quenching body accommodating chamber, the transmitting device peace Top loaded on the transmitting device accommodating chamber, and then tied the burnt tank for filling coke along the support by the transmitting device The short transverse of structure is promoted at the coke dry quenching furnace feed inlet, and the coke dry quenching furnace is completed and fills burnt technique.

It should be noted that the transmitting device can not limit this for equipment, the utility model such as cranes, only If can complete above-mentioned coke dry quenching furnace fills burnt technique.

In the present invention, as depicted in figs. 1 and 2, the Support 200 of the second peripheral support frame includes first Support area 210 and spaced two the second Support 220 of length direction along the second peripheral support frame, the first Support 210 are located in the interval of two the second Support 220, are provided in the second Support 220 of the second peripheral support frame more A first reinforcing rod, first reinforcing rod include spaced multiple second cross beams 2210 and multiple second cant beams 2220, One end of second cross beam 2210 is connect with the first pillar 310, and the other end of second cross beam 2210 is connect with the second pillar 320, the The length direction of two crossbeams 2210 is vertical with the length direction of the first pillar 310.

The of connection second cross beam 2210 and the first pillar 310 is provided between second cross beam 2210 and the first pillar 310 Connection second cross beam 2210 and second are provided between two cant beams 2220 and/or second cross beam 2210 and the second pillar 320 Second cant beam 2220 of column 320；Multiple be connected between spaced second cross beam 2210 is provided in second Support 220 The second cant beam 2220.

As described above, the second peripheral support frame is located at furnace body accommodating chamber side, and second periphery branch Support includes two spaced second Support 220, is provided with the first Support between two the second Support 220 210, first Support 210 and second Support 220 are mainly used for increasing the rigidity of the support construction, in addition, First Support 210 can also be used in the annular passage outlet for installing the coke dry quenching furnace, so that dry coke quenching process flow is suitable Benefit executes.

First reinforcing rod includes multiple spaced second cross beams 2210 and multiple second cant beams 2220, as this A kind of preferred embodiment of utility model, as depicted in figs. 1 and 2, in the Support of Fig. 1 200 and the second Support of Fig. 2 In 220, the setting of multiple intervals of second cross beam 2210, and one end is connect with the first pillar, and the other end is connect with the second pillar.

As shown in Figure 1, including multiple second cant beams 2220, Duo Ge in the Support 200 of the first peripheral support frame Two cant beams 2220 are located between the spaced second cross beam 2210 of multiple groups, and the second cant beam of a portion 2220, one end It is connect with the first pillar 310, the other end is connect with second cross beam 2210；Correspondingly, the second cant beam of another part 2220, one end with The connection of second pillar 320, the other end are connect with second cross beam 2210；In addition, the length direction of above-mentioned second cross beam 2210 and The length direction of one pillar 310 is vertical.

As shown in Fig. 2, the second Support 220 of the second peripheral support frame includes multiple second cant beams 2220, it is multiple Second cant beam 2220 is located between the spaced second cross beam 2210 of multiple groups, it should be noted that the second cant beam 2220 and The connection type of one pillar, the second pillar and the second cant beam includes two kinds, wherein outside the first connection type and above-mentioned first Enclose in the Support 200 of support frame that cant beam connection type is identical, details are not described herein again.

Second of connection type is specific as shown in Fig. 2, the second cant beam 2220 is located at spaced two second cross beams Between 2210, and 2220 one end of the second cant beam is connect with one of second cross beam 2210, the other end and another second Crossbeam 2210 connects.

The utility model by the connection structures of above-mentioned multiple second cross beams 2210 and multiple second cant beam, 2220 brackets, Effectively increase the rigidity of the first peripheral support frame and the second peripheral support frame.

It should be noted that the usage quantity and connection of second cross beam and the second cant beam in Support in Fig. 1 and Fig. 2, Arrangement mode is only a kind of preferred embodiment of the utility model, certainly can also include other feelings in practical projects Condition, the utility model do not limit this, as long as according to the rigidity ratio in Practical Project and force request is answered to carry out calculating determination The particular number of specific connection type and required second cross beam and the second cant beam, and can be realized described in increase The technical effect of support construction rigidity.

In the present invention, as shown in Fig. 2, first Support 210 further includes spaced third crossbeam 2110 and the 4th crossbeam 2120 and spaced first column 2130, the second column 2140, the third crossbeam 2,110 1 End connect with the first pillar 310, the other end of third crossbeam 2110 is connect with the second pillar 320,2120 one end of the 4th crossbeam and The connection of first pillar 310, the other end of the 4th crossbeam 2120 are connect with the second pillar 320；

One end of first column 2130 is connect with third crossbeam 2110, the other end and the 4th crossbeam of the first column 2130 2120 connections, the length direction of the first column 2130 is parallel with the length direction of the first pillar 310, and the one of the second column 2140 End is connect with third crossbeam 2110, and the other end of the second column 2140 is connect with the 4th crossbeam 2120, the length of the second column 2140 It is parallel with the length direction of the first pillar 310 to spend direction.

As described above, the first Support 210 includes spaced third crossbeam 2110 and the 4th crossbeam 2120, third is horizontal The length direction of the length direction of beam 2110 and the 4th crossbeam 2120 is vertical with the length direction of the first pillar 310.Also, The first column 2130 and the second column 2140, the first column 2130 are additionally provided between third crossbeam 2110 and the 4th crossbeam 2120 Length direction it is parallel with the length direction of the first pillar 310, also, one end of the first column 2130 and third crossbeam 2110 connect It connects, the other end is connect with the 4th crossbeam 2120；Correspondingly, the length of the length direction of the second column 2140 and the first pillar 310 It is parallel to spend direction, also, one end of the second column 2140 is connect with third crossbeam 2110, the other end and the 4th crossbeam 2120 connect It connects.

As shown in Fig. 2, be arranged by above structure, so that an open area is formd in first Support, it should Open area is used to be arranged the annular passage outlet of coke dry quenching furnace, so that the recyclegas in coke dry quenching furnace can enter dedusting dress In setting.

In the present invention, as shown in Fig. 2, being provided with connection first between the first column 2130 and the first pillar 310 The third cant beam 2150 of column 2130 and the first pillar 310；Connection is provided between second column 2140 and the second pillar 320 4th cant beam 2160 of two columns 2140 and the second pillar 320.

As noted previously, as being provided with the open region of installation annular passage in the first Support, the area successively will lead to The rigidity of the support construction in domain is smaller, in order to increase the rigidity of structure in this region, in the utility model, as it is a kind of preferably Embodiment, as shown in Fig. 2, being provided with third cant beam 2150, third cant beam between the first column 2130 and the first pillar 310 2150 one end are connect with the first column 2130, and the other end is connect with the first pillar 310；Correspondingly, the second column 2140 with The 4th cant beam 2160 is provided between second pillar 320,2160 one end of the 4th cant beam is connect with the second column 2140, the other end with The connection of second pillar 320, by the setting of above structure, is effectively promoted the rigidity of structure of the first Support 210.

It is easily understood that one kind as the utility model is excellent in order to further enhance the rigidity of the support construction Selection of land embodiment, as shown in Fig. 2, being provided with connection third crossbeam 2110 between third crossbeam 2110 and second cross beam 2210 It is correspondingly provided between the 4th crossbeam 2120 and second cross beam 2210 with the second cant beam 2220 of second cross beam 2210 Connect the second cant beam 2220 of the 4th crossbeam 2120 and second cross beam 2210.

It should be noted that for connection type of the third cant beam between the first column 2130 and the first pillar 310 and Usage quantity, the utility model without limitation, in practical projects, as long as can be according to corresponding rigidity ratio and answering force request Realize the effect for increasing the rigidity of structure.Requirement for the 4th cant beam is consistent with third cant beam, repeats no more.

In the present invention, as shown in Figure 1, being provided with multiple in the Support 200 of the first peripheral support frame One reinforcing rod, first reinforcing rod include spaced multiple second cross beams 2210 and multiple second cant beams 2220, and second One end of crossbeam 2210 is connect with the first pillar 310, and the other end of second cross beam 2210 is connect with the second pillar 320, and second is horizontal The length direction of beam 2210 is vertical with the length direction of the first pillar 310；It is set between second cross beam 2210 and the first pillar 310 It is equipped with the second cant beam 2220 and/or second cross beam 2210 and the second pillar of connection second cross beam 2210 and the first pillar 310 The second cant beam 2220 of connection second cross beam 2210 and the second pillar 320 is provided between 320.

As described above, it is horizontal to be provided with multiple spaced second in the Support 200 of the first peripheral support frame Beam 2210 is provided with multiple second cant beams 2220 between multiple spaced second cross beams 2210.

As a kind of preferred embodiment of the utility model, as shown in Figure 1, second cross beam one end is connected to the first pillar 310, the other end is connected to the second pillar 320, and the length of second cross beam extends perpendicularly to the first pillar and second The length extending direction of column, multiple second cant beams are divided into first group and second group, wherein first group of second cant beam 2220 is connected to Between second cross beam 2210 and the first pillar 310, second group of second cant beam 2220 is connected to second cross beam 2210 and the second pillar Between 320.Also, the central axes pair of first group of second cant beam and second group of second cant beam about the first peripheral support frame Claim.

By the way that above-mentioned second cross beam and the second cant beam is arranged in Support 200, first periphery branch is effectively increased The rigidity of support.

It should be noted that the above-mentioned connection side about second cross beam and the second cant beam in the first peripheral support frame Formula is only used as a kind of preferred embodiment of the utility model, certainly can also include other connection types, the utility model pair This without limitation, as long as according to reasonable rigidity ratio and answer force request to be calculated determine second cross beam and the second cant beam tool The installation site and connection type of body.

In the present invention, as shown in figure 3, intermediate support beam includes spaced third pillar 410 and the 4th The lower part of column 420, third pillar 410 and the 4th pillar 420 includes third Support 230 and the 4th Support 240, third support Area 230 is located at the 4th Support 240 along the top of 410 length direction of third pillar, third Support 230 and the 4th Support 240 include multiple first reinforcing rods, and first reinforcing rod includes spaced multiple second cross beams 2210 and more One end of a second cant beam 2220, second cross beam 2210 is connect with third pillar 410, the other end of second cross beam 2210 the 4th Column 420 connects, and the length direction of second cross beam 2210 is vertical with the length direction of third pillar 410, second cross beam 2210 and the The second cant beam 2220 and/or second cross beam of connection second cross beam 2210 and third pillar 410 are provided between three pillars 410 2210 and the 4th be provided with connection second cross beam 2210 and the 4th pillar 420 between pillar 420 the second cant beam 2220, the 4th It supports area 240 and also includes at least two spaced second cross beams 2210, set between two spaced second cross beams 2210 It is equipped with the second cant beam 2220 of two second cross beams 2210 of connection.

As shown in figure 3, in order to enable transmission mechanism can be run in installing zone, to realize holding for dry coke quenching processing step Row, therefore, in the intermediate support beam installing zone and not set support construction.As described previously for the intermediate support beam, lead to It crosses and multiple second cross beams and multiple second cant beams is set between third pillar 410 and the 4th pillar 420, increase effectively centre The rigidity of structure of support frame.

In the present invention, as shown in Figure 4 and Figure 5, the support construction includes the first sub- truss 510, the second sub- purlin Frame 520, the 5th crossbeam 530 and the 6th crossbeam 540, the first sub- truss 510 respectively with the first pillar 310 and third pillar 410 Top connection, the second sub- truss 520 are connect with the top of the second pillar 320 and the 4th pillar 420；5th crossbeam, 530 end across Between the first pillar 310 and the second pillar 320 of the first peripheral support frame, and one end of the 5th crossbeam 530 and the first son Truss 510 connects, and the other end of the 5th crossbeam 530 is connect with the second sub- truss 520, and 540 end of the 6th crossbeam is peripheral across second Between the first pillar 310 and the second pillar 320 of support frame, and one end of the 6th crossbeam 540 is connect with the first sub- truss 510, The other end of 6th crossbeam 540 is connect with the second sub- truss 520.

It is easily understood that as shown in Figure 4 and Figure 5, the first peripheral support frame, the second peripheral support frame and in Between supporting framework at supporting framework at the top of be provided with truss 500, truss 500 includes the first sub- truss 510 and the second sub- purlin Frame 520.

Wherein, in conjunction with Fig. 4 it is found that the first sub- 510 end of truss across with outside the first peripheral support frame and described second It encloses between support frame, and the first sub- truss 510 is connect with the top of the first pillar 310 and third pillar 410 respectively.Phase therewith Accordingly, the second sub- 5120 end of truss is across between the first peripheral support frame and the second peripheral support frame, and Second sub- truss 520 is connect with the top of the second pillar 320 and the 4th pillar 420 respectively.

It is arranged by above structure, as shown in figure 5, foring installing zone 100, truss at the top of the support construction 500 for installing crane, and the crane end is across between the first sub- truss 510 and the second sub- truss 520, and the crane It can be moved along the length direction of the truss, the coke that the transmission mechanism transports is transported to coke dry quenching furnace feed inlet, it is complete At the burnt process of dress.

It should be noted that, although the installing zone in the intermediate support beam is not provided with supporting framework, but from aforementioned Content it is found that the intermediate support beam between the first peripheral support frame and the second peripheral support frame, and Truss 500 is provided at the top of the support construction, therefore, by the coordinative role of truss 500, so that intermediate support beam is located at The third pillar 410 of installing zone 100 and the supporting condition of the 4th pillar 420 are improved, and pass through the entire support knot in addition The constraint that the three-dimensional system of structure generates it further increases the rigidity of structure of the intermediate support beam.

As the another aspect of the utility model, a kind of coke dry quenching body is additionally provided, the coke dry quenching body includes dry Furnace, transmission mechanism and the support construction are put out, the coke dry quenching furnace is located in the furnace body accommodating chamber, and the transmission mechanism is located at In the transmission mechanism accommodating chamber, wherein the support construction is above-mentioned support construction provided by the utility model.

As described above, the coke dry quenching body increases effectively institute by using above-mentioned support construction in the utility model The rigidity of structure for stating coke dry quenching body, due to the optimization of structure arrangement, so that the force path of the support construction is more reasonable, To which the control to support construction displacement and stress can be met using the lesser crossbeam of size and cant beam, effectively subtract The small usage amount of steel, reduces cost of investment.

It is understood that embodiment of above is merely to illustrate that the principles of the present invention and uses exemplary Embodiment, however the utility model is not limited thereto.For those skilled in the art, this is not being departed from In the case where the spirit and essence of utility model, various changes and modifications can be made therein, these variations and modifications are also considered as this reality With novel protection scope.

Claims (10)

1. a kind of support construction for coke dry quenching body, the support construction includes two peripheral support framves and is arranged at two Intermediate support beam between the peripheral support frame, the intermediate support beam by the support construction be divided into furnace body accommodating chamber and Transmission mechanism accommodating chamber, the peripheral support frame include spaced first pillar and the second pillar, first pillar and Space between second pillar is divided into Support and installing zone, the installation along the length direction of first pillar Area is provided with the first of multiple connections first pillar and second pillar for transmission mechanism to be arranged in the Support Reinforcing rod, which is characterized in that be provided at least one in the installing zone and connect first pillar and second pillar Second reinforcing rod.

2. support construction according to claim 1, which is characterized in that second reinforcing rod includes first crossbeam, described One end of first crossbeam is connect with first pillar, and the other end of the first crossbeam is connect with second pillar, described The length direction of first crossbeam is vertical with the length direction of first pillar.

3. support construction according to claim 2, which is characterized in that second reinforcing rod further includes the first cant beam, institute It states and is provided at least one described first cant beam in installing zone；Connection is provided between the first crossbeam and first pillar Between the first crossbeam and first cant beam and/or the first crossbeam and second pillar of first pillar It is provided with first cant beam for connecting the first crossbeam and second pillar.

4. support construction according to claim 1, which is characterized in that two peripheral support framves are respectively the first periphery Support frame and the second peripheral support frame, the first peripheral support frame are oppositely arranged with the second peripheral support frame, and described First peripheral support frame is located at transmission mechanism accommodating chamber side, and the second peripheral support frame is located at the furnace body accommodating chamber Side.

5. support construction according to claim 4, which is characterized in that wrap the Support of the second peripheral support frame Include the first Support and spaced two the second Support of length direction along the second peripheral support frame, described first Support is located in the interval of two second Support,

Multiple first reinforcing rods are provided in second Support of the second peripheral support frame, between first reinforcing rod includes Every the multiple second cross beams and multiple second cant beams of setting, one end of the second cross beam is connect with first pillar, described The other end of second cross beam is connect with second pillar, the length of the length direction of the second cross beam and first pillar Direction is vertical；The connection second cross beam and first pillar are provided between the second cross beam and first pillar Be provided between second cant beam and/or the second cross beam and second pillar connection second cross beam with it is described Second cant beam of second pillar；It is provided in second Support and multiple is connected to the spaced second cross beam Between second cant beam,

First Support further includes spaced third crossbeam and the 4th crossbeam and spaced first column, Two columns, the third one end of the beam are connect with first pillar, the other end of the third crossbeam and second pillar Connection, the 4th one end of the beam are connect with first pillar, and the other end and second pillar of the 4th crossbeam connect It connects；One end of first column is connect with the third crossbeam, and the other end of first column and the 4th crossbeam connect It connects, the length direction of first column is parallel with the length direction of first pillar, one end of second column and institute The connection of third crossbeam is stated, the other end of second column is connect with the 4th crossbeam, the length direction of second column It is parallel with the length direction of first pillar.

6. support construction according to claim 5, which is characterized in that set between first column and first pillar It is equipped with the third cant beam for connecting first column and first pillar；It is set between second column and second pillar It is equipped with the 4th cant beam for connecting second column and second pillar.

7. support construction according to claim 4, which is characterized in that in the Support of the first peripheral support frame It is provided with multiple first reinforcing rods, first reinforcing rod includes spaced multiple second cross beams and multiple second cant beams, One end of the second cross beam is connect with first pillar, and the other end of the second cross beam is connect with second pillar, The length direction of the second cross beam is vertical with the length direction of first pillar；

The described of the connection second cross beam and first pillar is provided between the second cross beam and first pillar The connection second cross beam and described second is provided between second cant beam and/or the second cross beam and second pillar Second cant beam of pillar.

8. support construction according to any one of claims 4 to 7, which is characterized in that the intermediate support beam includes The lower part of spaced third pillar and the 4th pillar, the third pillar and the 4th pillar include third Support and 4th Support, the third Support are located at the 4th Support along the top in third strut lengths direction,

The third Support and the 4th Support include multiple first reinforcing rods, and first reinforcing rod includes Spaced multiple second cross beams and multiple second cant beams, one end of the second cross beam are connect with the third pillar, institute The other end for stating second cross beam is connect with the 4th pillar, the length of the length direction of the second cross beam and the third pillar It is vertical to spend direction,

The described of the connection second cross beam and the third pillar is provided between the second cross beam and the third pillar The connection second cross beam and the described 4th is provided between second cant beam and/or the second cross beam and the 4th pillar Second cant beam of pillar,

4th Support also includes at least two spaced second cross beams, and two spaced described second Second cant beam of two second cross beams of connection is provided between crossbeam.

9. support construction according to claim 8, which is characterized in that the support construction includes the first sub- truss, second Sub- truss, the 5th crossbeam and the 6th crossbeam, the first sub- truss top with first pillar and the third pillar respectively Portion's connection, the second sub- truss are connect with the top of second pillar and the 4th pillar respectively；

5th crossbeam is connected between first pillar of the first peripheral support frame and second pillar, and institute The one end for stating the 5th crossbeam is connect with the described first sub- truss, and the other end of the 5th crossbeam connects with the described second sub- truss It connects,

6th crossbeam is connected between first pillar of the second peripheral support frame and second pillar, and institute The one end for stating the 6th crossbeam is connect with the described first sub- truss, and the other end of the 6th crossbeam connects with the described second sub- truss It connects.

10. a kind of coke dry quenching body, the coke dry quenching body includes coke dry quenching furnace, promotes unit and support construction, which is characterized in that The support construction support construction as claimed in any one of claims 1 to 9, the coke dry quenching furnace are located at the furnace body accommodating chamber Interior, the promotion unit is located in the transmission mechanism accommodating chamber.