CN208379778U - A kind of suspended beam type steel construction - Google Patents

A kind of suspended beam type steel construction Download PDF

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Publication number
CN208379778U
CN208379778U CN201820987636.3U CN201820987636U CN208379778U CN 208379778 U CN208379778 U CN 208379778U CN 201820987636 U CN201820987636 U CN 201820987636U CN 208379778 U CN208379778 U CN 208379778U
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CN
China
Prior art keywords
block
slot
mounting slot
crossbeam
inserted link
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Expired - Fee Related
Application number
CN201820987636.3U
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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 CN201820987636.3U priority Critical patent/CN208379778U/en
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Expired - Fee Related legal-status Critical Current
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Abstract

The utility model relates to a kind of suspended beam type steel constructions, belong to building field, 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 the mounting slot being in U-shape, the end of the crossbeam corresponds to the mounting slot and is provided with inserted block, the slot bottom of the mounting slot is provided with inserted link along the vertical direction, jack is offered on the crossbeam, and the fixing piece for being fixed on the inserted block in the mounting slot is provided on the mounting slot.When installation, it will be arranged in the inserted block insertion mounting slot of beam-end, and jack is plugged in together with inserted link, then slot and inserted block are fixed by fixing piece, not only installation is simple in this way, does not need to be attached by welding, improves the safety of construction, and do not need expend the time end of crossbeam is aligned with the side of column to weld, it is more convenient.

Description

A kind of suspended beam type steel construction
Technical field
The utility model relates to building field more particularly to a kind of suspended beam type steel constructions.
Background technique
Novel building industrialization is with the production of element precast metaplasia, suspended beam type construction for 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 suspended beam type structural 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 suspended beam type steel construction 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 suspended beam type steel construction, have do not need welding be attached it is excellent Point.
The above-mentioned purpose of the utility model has the technical scheme that
A kind of suspended beam type steel construction, 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 be provided with the mounting slot being in U-shape, and the end of the crossbeam corresponds to the extension Access slot is provided with inserted block, and the inserted block is plugged in the mounting slot, and the slot bottom of the mounting slot is provided with slotting along the vertical direction The inserted link is corresponded on bar, the crossbeam and the side wall that contacts of slot bottom of mounting slot and offers jack, is arranged on the mounting slot There is the fixing piece for being fixed on the inserted block in the mounting slot.
Implement above-mentioned technical proposal, when installation, will be arranged in the inserted block insertion mounting slot of beam-end, and make jack It is plugged in together with inserted link, is then fixed slot and inserted block by fixing piece, mounting slot can limit before and after crossbeam Shift position, and give crossbeam upward support force, not only installation is simple in this way, do not need to be attached by welding, and Do not need expend the time end of crossbeam is aligned with the side of column to be fixed, it is more convenient.
Further, the fixing piece includes through the fixation inserted link being arranged on the mounting slot side side wall 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 through-hole passed through, the fixed channel bar and fixed inserted link is provided with the block that cross-sectional area is greater than the through-hole.
Implement above-mentioned technical proposal, inserted block is inserted into mounting slot, it, will fixed inserted link and solid so that after inserted link insertion jack Determine channel bar to be plugged in together each other by through-hole, and the block that fixed channel bar and fixed plunger end is arranged in will be with mounting slot Outer wall contradict so that being not easy to the fixation inserted link after being plugged in together and fixed channel bar is extracted out from through hole;Fixed inserted link It is plugged in fixed channel bar, improves the bearing strength of fixed inserted link and fixed channel bar, ensure that the suspended beam type steel construction rigidity The intensity of connection.
Further, the block is corresponded on the periphery wall of the mounting slot offer accommodation groove, the depth of the accommodation groove Equal to the thickness of the block.
Implement above-mentioned technical proposal, during reality is used, after column and crossbeam link together, need column, crossbeam and One layer of fireproof coating is smeared on the mounting outer wall of steel constructions such as slot, to avoid in the case of fire, due to prolonged high temperature, So that steel construction generates local buckling, complete buckling and section surrender, building collapse is finally resulted in;When fixed inserted link and fixing groove After bar is plugged in together, block will be inserted into accommodation groove, because the depth of accommodation groove is equal to the thickness of block, so that even The outer wall for connecing block is smooth, it is easier to smear fireproof coating.
Further, screw thread is provided on the fixed inserted link, the fixed channel bar is threadedly coupled with the fixed inserted link, and two A block offers on one of them described block and is provided with convex block on the peripheral wall of cross recess, another block, institute State that correspond to convex block setting on the peripheral wall of accommodation groove fluted, it is described convex after the fixed inserted link is inserted into the fixed channel bar Block is inserted into the groove.
Implement above-mentioned technical proposal, the block for being provided with convex block is pressed into accommodation groove by a hand, so that convex block is inserted into In groove, the block for being provided with convex block at this time will be not easy rotation in accommodation groove, then using in tool insertion cross recess, rotate Block so that fixed channel bar and fixed inserted link are threaded togather is easier to that channel bar and fixed inserted link screw thread will be fixed in this way It links together, it is more convenient to install, and it is more firm that fixed inserted link is connect with fixed channel bar.
Further, institute's inserted block is provided with baffle away from the both sides of the edge of the side of through-hole, and the baffle makes the inserted block Cross section it is T-shaped, the two sides side wall of notch that the baffle and the mounting slot open up upward contradicts.
Implement above-mentioned technical proposal, after inserted block is inserted into mounting slot, the baffle that inserted block both sides of the edge are arranged in will will be hung The seam between notch and inserted block that access slot opens up upward is blocked, so that water is not easy in the seam between inserted block and mounting slot It flows into, and increases inserted block and mount the contact area of slot, mounting slot is preferably supported crossbeam.
Further, the periphery wall of the mounting slot and the periphery wall of the crossbeam are in same plane.
Implement above-mentioned technical proposal, not only appearance is more neat and artistic in this way, and is easier to smear fireproof coating.
Further, the inserted link is the unilateral bolt through the slot bottom setting of the mounting slot.
Implement above-mentioned technical proposal, unilateral bolt not only has the basic mechanical performance of plain bolt, additionally it is possible to realize single Side installation, the function that unilateral side is tightened rotate unilateral bolt in the bottom of mounting slot slot bottom, so that inserted block and mounting slot are connected to one It rises, not only facilitate and crossbeam is connect with column and is stronger.
Further, support plate triangular in shape, the support are provided between mounting slot 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 is for when the steel construction is acted on by the side force of horizontal direction pair Column carries out the support of side, improves the lateral resistant ability of the suspended beam type steel construction, and improve the enabling capabilities to crossbeam, thus Improve the bearing capacity and stability of building.
In conclusion the utility model has the following beneficial effects:
One, installation is simple, does not need to be attached by welding, when improving the safety of construction, and not needing to expend Between the end of crossbeam is aligned with the side of column to be fixed;
Two, the lateral resistant ability of the suspended beam type steel construction is improved, and improves the enabling capabilities to crossbeam, is built to improve The bearing capacity and stability built.
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, slot is mounted;111, inserted link;112, accommodation groove;113, groove;12, support plate;2, horizontal Beam;21, inserted block;211, jack;212, through-hole;213, baffle;3, fixing piece;31, fixed inserted link;32, fixed channel bar;33, it keeps off 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 suspended beam type steel construction, 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 mounting slot 11 being in U-shape, the end pair of crossbeam 2 Slot 11 should be mounted and be provided with inserted block 21, wherein the slot bottom of mounting slot 11 is provided through inserted link 111, inserted link 111 along the vertical direction For unilateral bolt, unilateral bolt not only has the basic mechanical performance of plain bolt, additionally it is possible to realize unilateral installation, unilateral side is tightened Function, correspond to inserted link 111 on crossbeam 2 and the side wall that contact of slot bottom of mounting slot 11 and offer jack 211, by inserted block 21 along erecting Histogram mounts on slot 11 to mounting slot 11 is put into, so that unilateral bolt is then rotated in unilateral bolt insertion jack 211, it will Inserted block 21 links together with mounting slot 11, not only facilitates and that crossbeam 2 is connect with column 1 is stronger.
As shown in Fig. 2, inserted block 21 is provided with away from the both sides of the edge of the side of through-hole 212 so that the cross section of inserted block 21 is in The baffle 213 of T shape, after inserted block 21 is inserted into mounting slot 11, the baffle 213 that 21 both sides of the edge of inserted block are arranged in will will mount slot Seam between 11 notches opened up upward and inserted block 21 is blocked, so that water is not easy connecing between inserted block 21 and mounting slot 11 It is flowed into seam, and increases inserted block 21 and mount the contact area of slot 11, mounting slot 11 preferably props up crossbeam 2 Support.
As shown in Fig. 2, fixed inserted link 31 is provided through on the side side wall of mounting slot 11, on the side wall of the other side through setting It is equipped with the fixation channel bar 32 with fixed 31 grafting of inserted link, the hollow setting of the body of rod of fixed channel bar 32, and the periphery of fixed inserted link 31 It is provided with screw thread (not marking in figure) on wall, fixed channel bar 32 is threadedly coupled with fixed inserted link 31, it is fixed in this way to insert What bar 31 was connect with fixed channel bar 32 more consolidates, is not readily separated.
As shown in Fig. 2, being provided with the through-hole 212 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 through-hole 212, mounting slot 11 The accommodation groove 112 for offering cross-sectional area as block 33 is offered on side wall, wherein the thickness and accommodation groove of block 33 112 depth is the same;It is provided with cross recess 331 on block 33, is not provided on the peripheral wall of the block 33 of cross recess 331 and is provided with Convex block 332 corresponds to convex block 332 on the peripheral wall of accommodation groove 112 and is arranged fluted 113, is connected and fixed inserted link 31 and fixed channel bar 32 When, the block 33 for being provided with convex block 332 is pressed into accommodation groove 112 by a hand, so that convex block 332 is inserted into groove 113, this When be provided with the block 33 of convex block 332 and will be not easy rotation in accommodation groove 112, be then inserted into cross recess using tool screwdriver In 331, rotary block 33 is easier in this way so that fixed channel bar 32 and fixed inserted link 31 are threaded togather by fixing groove Bar 32 and fixed inserted link 31 are threaded togather.
As shown in Fig. 2, the periphery wall and the periphery wall of crossbeam 2 of mounting slot 11 are in same plane, not only appearance in this way It is more neat and artistic, and because need after column 1 and crossbeam 2 link together in steel such as column 1, crossbeam 2 and mounting slots 11 One layer of fireproof coating is smeared on the outer wall of structure, to avoid in the case of fire, due to prolonged high temperature, so that steel construction Local buckling, complete buckling and section surrender are generated, building collapse is finally resulted in;When fixed inserted link 31 and fixed 32 grafting of channel bar After together, block 33 will be inserted into accommodation groove 112, because the depth of accommodation groove 112 is equal to the thickness of block 33, mounting slot 11 periphery wall and the periphery wall of crossbeam 2 are in same plane, so that the outer wall of link block is smooth, it is easier to smear fire prevention and apply Material.
As shown in Fig. 2, being provided with support plate 12 triangular in shape between mounting slot 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 connect, to improve the anti-side energy of the suspended beam type steel construction Power, and the enabling capabilities to crossbeam 2 are improved, to improve the bearing capacity and stability of building.
The course of work: the course of work: when installation, inserted block 21 is inserted into mounting slot 11, so that unilateral bolt is inserted into jack After 211, unilateral bolt then is rotated in mounting 11 slot bottom of slot, inserted block 21 and mounting slot 11 are linked together, is inserted fixed By through-hole 212, the block 33 for being provided with convex block 332 is pressed into accommodation groove 112, makes by a hand for bar 31 and fixed channel bar 32 It obtains convex block 332 to be inserted into groove 113, the block 33 for being provided with convex block 332 at this time will be not easy rotation in accommodation groove 112, then Screwdriver is inserted into cross recess 331, rotary block 33, so that fixed channel bar 32 and fixed inserted link 31 are threaded togather, Then fireproof coating is smeared on the outer wall of steel construction.

Claims (8)

1. a kind of suspended beam type steel construction, 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 the mounting slot being in U-shape (11), the end of the crossbeam (2) corresponds to the mounting slot (11) and is provided with inserted block (21), and the inserted block (21) is plugged on described It mounts in slot (11), the slot bottom of mounting slot (11) is provided with inserted link (111) along the vertical direction, the crossbeam (2) and mounting The inserted link (111) is corresponded on the side wall of the slot bottom contact of slot (11) to offer jack (211), is arranged on the mounting slot (11) There is the fixing piece (3) for being fixed on the inserted block (21) in mounting slot (11).
2. a kind of suspended beam type steel construction 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 mounting slot (11) side side wall 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) Through-hole (212), the fixed channel bar (32) and the end for fixing inserted link (31) are provided with cross-sectional area greater than the through-hole (212) block (33).
3. a kind of suspended beam type steel construction according to claim 2, which is characterized in that on the periphery wall of mounting slot (11) The corresponding block (33) offers accommodation groove (112), and the depth of the accommodation groove (112) is equal to the thickness of the block (33) Degree.
4. a kind of suspended beam type steel construction according to claim 3, which is characterized in that be provided on the fixed inserted link (31) Screw thread, the fixed channel bar (32) are threadedly coupled with the fixed inserted link (31), two blocks (33), described in one of them Offered on block (33) cross recess (331), another block (33) peripheral wall on be provided with convex block (332), the appearance It sets and corresponds to the convex block (332) setting fluted (113) on the peripheral wall of slot (112), fixed inserted link (31) insertion is described solid After determining channel bar (32), the convex block (332) is inserted into the groove (113).
5. a kind of suspended beam type steel construction according to claim 1, which is characterized in that the inserted block (21) deviates from through-hole (212) both sides of the edge of side are provided with baffle (213), and the baffle (213) makes the cross section of the inserted block (21) in T The two sides side wall for the notch that shape, the baffle (213) and mounting slot (11) open up upward contradicts.
6. a kind of suspended beam type steel construction according to claim 1, which is characterized in that it is described mounting slot (11) periphery wall with The periphery wall of the crossbeam (2) is in same plane.
7. a kind of suspended beam type steel construction according to claim 1, which is characterized in that the inserted link (111) is through described Mount the unilateral bolt of the slot bottom setting of slot (11).
8. a kind of suspended beam type steel construction according to claim 1, which is characterized in that the bottom of mounting slot (11) and institute It states and is provided between the side wall of column (1) support plate triangular in shape (12), side and column (1) of the support plate (12) Side wall connection, the other side are connect with the bottom of mounting slot (11).
CN201820987636.3U 2018-06-25 2018-06-25 A kind of suspended beam type steel construction Expired - Fee Related CN208379778U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820987636.3U CN208379778U (en) 2018-06-25 2018-06-25 A kind of suspended beam type steel construction

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Application Number Priority Date Filing Date Title
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Publication Number Publication Date
CN208379778U true CN208379778U (en) 2019-01-15

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110005059A (en) * 2019-04-28 2019-07-12 芜湖裕优机械科技有限公司 A kind of quick-installed building connection steel construction
CN110029731A (en) * 2019-05-17 2019-07-19 枣庄宏大伟业金属结构制造有限公司 A kind of intelligent steel house mounting connection structure
CN111364677A (en) * 2020-05-26 2020-07-03 苏州屋里阁空间结构有限公司 Assembling and disassembling method for assembled steel structure main beam
CN112144650A (en) * 2020-09-30 2020-12-29 抚州市恒强达绿色建筑科技有限公司 Rapid assembly type house and installation method
CN113700140A (en) * 2021-08-25 2021-11-26 海南经济特区银锋钢结构有限公司 High-strength self-fastening steel structure joint for energy-saving building and manufacturing method thereof
CN113914681A (en) * 2021-10-22 2022-01-11 福建诚达钢构有限公司 Energy-saving temporary workshop light house steel structure
CN114108921A (en) * 2021-10-30 2022-03-01 中石化石油工程技术服务有限公司 Small-span portal rigid frame four-slope roof structure
CN115198882A (en) * 2022-08-25 2022-10-18 金耀 Assembly type frame structure and construction method thereof

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110005059A (en) * 2019-04-28 2019-07-12 芜湖裕优机械科技有限公司 A kind of quick-installed building connection steel construction
CN110029731A (en) * 2019-05-17 2019-07-19 枣庄宏大伟业金属结构制造有限公司 A kind of intelligent steel house mounting connection structure
CN111364677A (en) * 2020-05-26 2020-07-03 苏州屋里阁空间结构有限公司 Assembling and disassembling method for assembled steel structure main beam
CN112144650A (en) * 2020-09-30 2020-12-29 抚州市恒强达绿色建筑科技有限公司 Rapid assembly type house and installation method
CN113700140A (en) * 2021-08-25 2021-11-26 海南经济特区银锋钢结构有限公司 High-strength self-fastening steel structure joint for energy-saving building and manufacturing method thereof
CN113914681A (en) * 2021-10-22 2022-01-11 福建诚达钢构有限公司 Energy-saving temporary workshop light house steel structure
CN114108921A (en) * 2021-10-30 2022-03-01 中石化石油工程技术服务有限公司 Small-span portal rigid frame four-slope roof structure
CN115198882A (en) * 2022-08-25 2022-10-18 金耀 Assembly type frame structure and construction method thereof
CN115198882B (en) * 2022-08-25 2024-03-29 金耀 Assembled frame structure and construction method thereof

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Granted publication date: 20190115