CN208379777U - A kind of assembling type steel structure - Google Patents

A kind of assembling type steel structure Download PDF

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Publication number
CN208379777U
CN208379777U CN201820985622.8U CN201820985622U CN208379777U CN 208379777 U CN208379777 U CN 208379777U CN 201820985622 U CN201820985622 U CN 201820985622U CN 208379777 U CN208379777 U CN 208379777U
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CN
China
Prior art keywords
block
crossbeam
link
fixed
column
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Expired - Fee Related
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CN201820985622.8U
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Chinese (zh)
Inventor
张军齐
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Sichuan Heng Zhu Engineering Design Co Ltd
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Sichuan Heng Zhu Engineering Design Co Ltd
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Priority to CN201820985622.8U priority Critical patent/CN208379777U/en
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Abstract

The utility model belongs to construction engineering technical field, it is related to a kind of assembling type steel structure, column and Duo Gen including more erected parallels be horizontally disposed and the crossbeam that connect with the column, the side and crossbeam contact position of the column are provided with link block, slot is offered on the link block, the end of the crossbeam corresponds to the slot and is provided with inserted block, and the fixing piece for being fixed on the inserted block in the slot is provided on the link block.When installation, it will be arranged in the slot on the inserted block insertion link block of beam-end, then slot and inserted block are fixed by fixing piece, setting link block can not only limit the shift position before and after crossbeam and can give crossbeam upward support force at this time, not only installation is simple in this way, is easier to for crossbeam being aligned with the link block of column side, and do not need to be attached by welding, improve the safety of construction.

Description

A kind of assembling type steel structure
Technical field
The utility model relates to construction engineering technical field more particularly to a kind of assembling type steel structures.
Background technique
Novel building industrialization is using the production of element precast metaplasia, fabricated construction as production method, with design standard, structure Part component, mechanization of building operation are characterized, can the entire industrial chain such as Integration Design, production, construction, realize building products section Can, environmental protection, Life cycle value maximization sustainable development novel building production method.Speed of application is fast, integrated Degree it is high novel building industrialization by be China's future architecture industry development emphasis.For novel building industrialization, build The fabricated construction system built is critically important, should meet element precast and mechanization of building operation etc. in order to assembly of constructing, also want Keep enough intensity and building function requirement.
A kind of assembling type steel structure is disclosed in the Chinese patent that application notification number is CN106759893A, including is erected in parallel Vertical more root posts, the horizontally disposed and multiple tracks crossbeam that connect with more root posts, the junction with column and per pass crossbeam is not set It is equipped with the support frame of K-type;Column side and crossbeam junction are provided with crossbeam connecting pin, section of per pass crossbeam and crossbeam connecting pin It is connected at face using butt welding, the web of per pass crossbeam and crossbeam connecting pin is bolted by connecting plate.
But in the above-mentioned technical solutions, welding quality is easy to be influenced by material, operation, environment etc., and weld is easy It gets rusty, the part of welding is caused to be easily broken off.
Utility model content
The purpose of this utility model is to provide a kind of assembling type steel structures, are not attached with by welding excellent Point.
The above-mentioned purpose of the utility model has the technical scheme that
A kind of assembling type steel structure, column and Duo Gen including more erected parallels are horizontally disposed and connect with the column Crossbeam, the side of the column and crossbeam contact position are provided with link block, slot, the crossbeam are offered on the link block End correspond to the slot and be provided with inserted block, be provided on the link block for the inserted block to be fixed in the slot Fixing piece.
Implement above-mentioned technical proposal, when installation, will be arranged in the slot on the inserted block insertion link block of beam-end, so Slot and inserted block are fixed by fixing piece afterwards, link block is arranged at this time can not only limit the mobile position before and after crossbeam It sets and can give crossbeam upward support force, not only installation is simple in this way, is easier to the link block pair of crossbeam and column side Together, it and does not need to be attached by welding.
Further, the fixing piece includes through the fixation inserted link that is arranged on the side wall of the link block side and through setting The fixation channel bar on the side wall of the other side with fixed inserted link grafting is set, is provided on the inserted block for fixed inserted link and fixed channel bar The end of the jack passed through, the fixed channel bar and fixed inserted link is provided with the block that cross-sectional area is greater than the jack.
Implement above-mentioned technical proposal, after inserted block is inserted into slot, by fixed inserted link and fixed channel bar by jack, so that Fixed inserted link is plugged in together with fixed channel bar, inserted block is fixed together with link block, block will be with link block at this time Side wall contradict;Fixed inserted link is plugged in fixed channel bar, improves the bearing strength of fixed inserted link and fixed channel bar, so that inserting Block is connect more firm with link block, ensure that the rigidly connected intensity of the assembling type steel structure.
Further, cross-sectional area and the consistent accommodation groove of the block, institute are offered on the two sidewalls of the link block The thickness for stating block is consistent with the depth of the accommodation groove.
Implement above-mentioned technical proposal, in reality is used, after column and crossbeam are assembled together, need column, crossbeam, One layer of fireproof coating is smeared on the outer wall of the steel constructions such as link block, to avoid in the case of fire, due to prolonged high temperature, So that steel construction can generate local buckling, complete buckling and section surrender, building collapse is finally resulted in;When fixed inserted link and fixation After channel bar is plugged in together, block will be located in accommodation groove, so that the outer wall surface of link block is smooth, be easier to smear in this way Fireproof coating will not cause fireproof coating that can not smear uniformly because of the outer wall out-of-flatness for having link block.
Further, screw thread, the fixed channel bar and the fixed inserted link spiral shell are provided on the periphery wall of the fixed inserted link Line connects, and the cross recess for rotating fixed channel bar or fixed inserted link is provided on the block, the cross section of the block is in It is round.
Implement above-mentioned technical proposal, using in tool insertion cross recess, then rotates fixed channel bar or fixed inserted link, so that Fixed channel bar and fixed inserted link are threaded togather, and block will be located in accommodation groove at this time, so that the outer wall of link block is flat Whole, inserted link fixed so is more consolidated with what fixed channel bar was fixed, is not readily separated, and be not easy to fix in the case where no tool Inserted link is separated with fixed channel bar, so that crossbeam is not easy to be dismantled with column by non-working person.
Further, it is not provided on the peripheral wall of the block of the cross recess and is provided with convex block, the week of the accommodation groove It is fluted that the convex block setting is corresponded on wall, after the fixed inserted link is inserted into the fixed channel bar, the convex block insertion is described recessed In slot.
Implement above-mentioned technical proposal, when rotating fixed channel bar or fixed inserted link using tool, a hand will be provided with convex block Block be pressed into accommodation groove so that convex block will be inserted into groove, the block for being provided with convex block at this time will be in accommodation groove It is not easy rotation, then there is the block of cross recess using tool rotary setting, so that fixed channel bar and fixed inserted link are threaded in Together, it is easier to that channel bar will be fixed in this way and fixed inserted link is threaded togather, it is easier for installation.
Further, the crossbeam is I-beam, and the link block, slot are in I-shaped, the connection with the inserted block The height and width of block and the horizontal depth of beam and equivalent width.
Implement above-mentioned technical proposal, I-beam can reduce steel while ensure that preferable bearing strength Consumption and the self weight of crossbeam prolong the service life to reduce cost, the height and width and horizontal depth of beam and width of link block Degree is consistent, so that the outer wall of link block and the outer wall of crossbeam are in same level after crossbeam and link block grafting, is easier in this way Smear fireproof coating.
Further, support plate triangular in shape, the support are provided between the link block and the side wall of the column The side of plate and side wall connection, the other side and the link block of column connect.
Implement above-mentioned technical proposal, the setting of support plate in assembling type steel structure by the side force of horizontal direction for being acted on When column carry out the support of side, the lateral resistant ability of assembling type steel structure is improved, to improve the bearing capacity of building and steady It is qualitative.
Further, the end of the crossbeam is provided with rubber layer.
Implement above-mentioned technical proposal, the setting of rubber layer can be avoided water incessantly and enter between crossbeam and link block, thus The probability that steel construction gets rusty is reduced, and can be buffered between crossbeam and link block when steel expand with heat and contract with cold, cross is avoided Beam is squeezed, and is damaged.
In conclusion the utility model has the following beneficial effects:
One, not only installation is simple, is easier to for crossbeam being aligned with the link block of column side, and do not need by weld into Row connection, improves the safety of construction;
Two, it is easier to smear fireproof coating, will not cause fireproof coating that can not apply because of the outer wall out-of-flatness for having link block It smears uniformly.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model embodiment;
Fig. 2 is the part-structure explosive view of the utility model embodiment.
Appended drawing reference: 1, column;11, link block;111, slot;112, accommodation groove;113, groove;12, support plate;2, horizontal Beam;21, inserted block;211, jack;3, fixing piece;31, fixed inserted link;32, fixed channel bar;33, block;331, cross recess;332, Convex block.
Specific embodiment
Below in conjunction with attached drawing, the technical solution of the utility model embodiment is described.
As shown in Figure 1, a kind of assembling type steel structure, column 1 and Duo Gen including more erected parallels it is horizontally disposed and with The crossbeam 2 that column 1 connects.
As shown in Fig. 2, the side of column 1 and 2 contact position of crossbeam are provided with the link block 11 for offering slot 111, crossbeam 2 End correspond to slot 111 and be provided with inserted block 21, be wherein provided through on the side side wall on link block 11 fixed inserted link 31, It is provided through the fixation channel bar 32 with fixed 31 grafting of inserted link on the side wall of the other side, fixes the hollow setting of the body of rod of channel bar 32, In order to which fixed inserted link 31 is inserted into fixed channel bar 32, wherein be provided with screw thread on the periphery wall of fixed inserted link 31 and (do not marked in figure Out), fixed channel bar 32 is enabled to be threadedly coupled with fixed inserted link 31, inserted link 31 fixed in this way is connect more with fixed channel bar 32 Add it is firm, be not readily separated, the end of crossbeam 2 is provided with rubber layer (not marking in figure), can be avoided incessantly water enter crossbeam 2 with Between link block 11, to reduce the probability that steel construction gets rusty, and can be when steel expand with heat and contract with cold, in crossbeam 2 and link block It is buffered between 11, avoids crossbeam 2 from being squeezed, damage.
As shown in Fig. 2, being provided with the jack 211 passed through for fixed inserted link 31 with fixed channel bar 32, fixing groove on inserted block 21 The end of bar 32 and fixed inserted link 31 is provided with the rounded block 33 that cross-sectional area is greater than jack 211, so that fixed insert After bar 31 and fixed channel bar 32 are threaded togather, fixed channel bar 32 and fixed inserted link 31 will not be extracted out from jack 211.
As shown in Fig. 2, crossbeam 2 is I-beam, I-beam 2 can subtract while ensure that preferable bearing strength The consumption of few steel and the self weight of crossbeam 2 prolong the service life to reduce cost;Column 1 is and link block 11, slot 111 With inserted block 21 in I-shaped;Column 1 is in rectangular steel pipe, is convenient for casting concrete, to further increase column 1 or even the steel knot The intensity and bearing capacity of structure;Cross-sectional area and block 33 are offered on the two sidewalls for the link block 11 being arranged on column 1 Consistent accommodation groove 112, wherein the thickness of block 33 is consistent with the depth of accommodation groove 112, and the height and width of link block 11 With the height and equivalent width of crossbeam 2 because after column 1 and crossbeam 2 are assembled together, being needed in column in reality is used 1, one layer of fireproof coating is smeared on the outer wall of steel constructions such as crossbeam 2, link block 11, to avoid in the case of fire, due to length The high temperature of time finally results in building collapse so that steel construction can generate local buckling, complete buckling and section surrender;When solid Determine inserted link 31 and after fixed channel bar 32 is plugged in together, block 33 will be located in accommodation groove 112, so that the outer wall of link block 11 It is smooth, and after making crossbeam 2 and 11 grafting of link block, the outer wall of link block 11 and the outer wall of crossbeam 2 are in same level, in this way It is easier to smear fireproof coating, and is not easy to fix inserted link 31 and fix channel bar 32 to separate in the case where no tool, so that horizontal Beam 2 is not easy to be dismantled with column 1 by non-working person.
As shown in Fig. 2, being provided with the cross recess 331 for rotating fixed channel bar 32 or fixed inserted link 31 on block 33, not It is provided on the peripheral wall of the block 33 of cross recess 331 and is provided with convex block 332, convex block 332 is corresponded on the peripheral wall of accommodation groove 112 and is set It is equipped with groove 113, when that will fix inserted link 31 and fixed channel bar 32 links together, a hand will be provided with the gear of convex block 332 Block 33 is pressed into accommodation groove 112, so that convex block 332 will be inserted into groove 113, is provided with the block 33 of convex block 332 at this time It will be not easy rotation in accommodation groove 112, then use tool such as screwdriver, be inserted into cross recess 331 and rotated, so that fixed Channel bar 32 and fixed inserted link 31 are threaded togather, and are easier to that channel bar 32 will be fixed in this way and fixed inserted link 31 is threaded in Together, easier for installation.
As shown in Fig. 2, being provided with support plate 12 triangular in shape between link block 11 and the side wall of column 1, wherein support The side of plate 12 is connect with the side wall of column 1, the other side and link block 11 connect, to be used in assembling type steel structure by level Column 1 carries out the support of side when the side force effect in direction, improves the lateral resistant ability of assembling type steel structure, builds to improve The bearing capacity and stability built.
The course of work: when installation, the inserted block 21 that 2 end of crossbeam is arranged in being inserted into, and then will be fixed inserted link 31 and be fixed Channel bar 32 is by jack 211, and the block 33 for being provided with convex block 332 is pressed into accommodation groove 112 by a hand, so that convex block 332 It will be inserted into groove 113, then use tool such as screwdriver, be inserted into cross recess 331 and rotated, so that fixed channel bar 32 It is threaded togather with fixed inserted link 31, fireproof coating is then smeared on the outer wall of steel construction, is not only installed in this way Simply, it is easier to for crossbeam 2 being aligned with the link block 11 of 1 side of column, and does not need to be attached by welding, improve and apply The safety of work.

Claims (8)

1. a kind of assembling type steel structure, column (1) including more erected parallels and more it is horizontally disposed and with the column (1) The crossbeam (2) of connection, which is characterized in that the side and crossbeam (2) contact position of the column (1) are provided with link block (11), institute It states and is offered on link block (11) slot (111), the end of the crossbeam (2) corresponds to the slot (111) and is provided with inserted block (21), the fixing piece for being fixed on the inserted block (21) in the slot (111) is provided on the link block (11) (3).
2. a kind of assembling type steel structure according to claim 1, which is characterized in that the fixing piece (3) includes running through to set It sets the fixation inserted link (31) on the side wall of the link block (11) side and runs through and be arranged on the side wall of the other side and fix inserted link (31) the fixation channel bar (32) of grafting is provided on the inserted block (21) and passes through for fixed inserted link (31) and fixed channel bar (32) Jack (211), the fixed channel bar (32) and the end for fixing inserted link (31) are provided with cross-sectional area greater than the jack (211) block (33).
3. a kind of assembling type steel structure according to claim 2, which is characterized in that on the two sidewalls of the link block (11) Offer cross-sectional area and the block (33) consistent accommodation groove (112), the thickness of the block (33) and the accommodating The depth of slot (112) is consistent.
4. a kind of assembling type steel structure according to claim 3, which is characterized in that the periphery wall of the fixed inserted link (31) On be provided with screw thread, the fixed channel bar (32) is threadedly coupled with the fixed inserted link (31), is provided on the block (33) For rotating the cross recess (331) of fixed channel bar (32) or fixed inserted link (31), the circular in cross-section of the block (33).
5. a kind of assembling type steel structure according to claim 4, which is characterized in that be not provided with the cross recess (331) The block (33) peripheral wall on be provided with convex block (332), correspond to the convex block on the peripheral wall of the accommodation groove (112) (332) fluted (113) are set, after the fixed inserted link (31) is inserted into the fixed channel bar (32), convex block (332) insertion In the groove (113).
6. a kind of assembling type steel structure according to claim 1, which is characterized in that the crossbeam (2) is I-beam, described Link block (11), slot (111) and the inserted block (21) in I-shaped, the height of the link block (11) and width with it is described The height and equivalent width of crossbeam (2).
7. a kind of assembling type steel structure according to claim 1, which is characterized in that the link block (11) and the column (1) it is provided between side wall support plate triangular in shape (12), the side of the support plate (12) and the side wall of column (1) connect It connects, the connection of the other side and link block (11).
8. a kind of assembling type steel structure according to claim 1, which is characterized in that the end of the crossbeam (2) is provided with Rubber layer.
CN201820985622.8U 2018-06-25 2018-06-25 A kind of assembling type steel structure Expired - Fee Related CN208379777U (en)

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Application Number Priority Date Filing Date Title
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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109695312A (en) * 2019-02-18 2019-04-30 中国建筑第八工程局有限公司 Four barrel slidably curtain wall connecting node construction and its construction method
CN110924742A (en) * 2019-12-11 2020-03-27 深圳市优必选科技股份有限公司 Event fence
CN110965647A (en) * 2019-12-18 2020-04-07 界首市天瓴建筑工程有限公司 A support base for installation of building girder steel
CN111042344A (en) * 2019-12-05 2020-04-21 江西华晨钢结构有限公司 High-strength light steel structure convenient to assemble
CN111255073A (en) * 2020-02-12 2020-06-09 黄淮学院 Steel-concrete combined beam column anti-seismic connecting structure
CN112160476A (en) * 2020-10-12 2021-01-01 台州技创机械科技有限公司 Curtain wall beam column connecting structure, construction tool and construction method
CN112609820A (en) * 2020-12-07 2021-04-06 刘斌 Two-layer steel structure building easy to disassemble and assemble
CN112627337A (en) * 2020-12-16 2021-04-09 湖南鸿云钢模科技有限公司 Stable steel structure type supporting beam structure for building
CN113047439A (en) * 2021-03-26 2021-06-29 深圳市瑞鑫钢结构工程有限公司 Multilayer large-span assembled integral space steel grid building structure
CN114164944A (en) * 2021-12-14 2022-03-11 南京工业职业技术大学 Green building assembled steel structure frame

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109695312A (en) * 2019-02-18 2019-04-30 中国建筑第八工程局有限公司 Four barrel slidably curtain wall connecting node construction and its construction method
CN111042344A (en) * 2019-12-05 2020-04-21 江西华晨钢结构有限公司 High-strength light steel structure convenient to assemble
CN110924742A (en) * 2019-12-11 2020-03-27 深圳市优必选科技股份有限公司 Event fence
CN110965647A (en) * 2019-12-18 2020-04-07 界首市天瓴建筑工程有限公司 A support base for installation of building girder steel
CN111255073B (en) * 2020-02-12 2021-05-04 黄淮学院 Steel-concrete combined beam column anti-seismic connecting structure
CN111255073A (en) * 2020-02-12 2020-06-09 黄淮学院 Steel-concrete combined beam column anti-seismic connecting structure
CN112160476A (en) * 2020-10-12 2021-01-01 台州技创机械科技有限公司 Curtain wall beam column connecting structure, construction tool and construction method
CN112160476B (en) * 2020-10-12 2021-10-26 台州技创机械科技有限公司 Curtain wall beam column connecting structure and construction method
CN112609820A (en) * 2020-12-07 2021-04-06 刘斌 Two-layer steel structure building easy to disassemble and assemble
CN112627337A (en) * 2020-12-16 2021-04-09 湖南鸿云钢模科技有限公司 Stable steel structure type supporting beam structure for building
CN112627337B (en) * 2020-12-16 2022-11-22 湛江市宝开机电设备制造有限公司 Stable steel structure type supporting beam structure for building
CN113047439A (en) * 2021-03-26 2021-06-29 深圳市瑞鑫钢结构工程有限公司 Multilayer large-span assembled integral space steel grid building structure
CN114164944A (en) * 2021-12-14 2022-03-11 南京工业职业技术大学 Green building assembled steel structure frame
CN114164944B (en) * 2021-12-14 2023-03-24 南京工业职业技术大学 Green building assembled steel structure frame

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Granted publication date: 20190115