CN210263390U - Connecting structure of steel structure beam and upright post - Google Patents
Connecting structure of steel structure beam and upright post Download PDFInfo
- Publication number
- CN210263390U CN210263390U CN201920789480.2U CN201920789480U CN210263390U CN 210263390 U CN210263390 U CN 210263390U CN 201920789480 U CN201920789480 U CN 201920789480U CN 210263390 U CN210263390 U CN 210263390U
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- steel
- stand
- steel structure
- upright post
- inserting plate
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Abstract
The utility model relates to the technical field of steel structures, in particular to a connecting structure of a steel structure beam and a stand column, which comprises a stand column and a steel structure beam horizontally arranged on the side wall of the stand column, wherein the side wall of the stand column is provided with a groove, and one end of the steel structure beam is inserted in the groove; clamping components for fixing the steel structure beam are symmetrically arranged on the side walls of the upright columns, which are positioned on the upper side and the lower side of the steel structure beam; the clamping assembly comprises an inserting plate which vertically slides on the upright post and is positioned above or below the groove, and a positioning piece which is arranged on the inserting plate and is used for fixing the inserting plate; and the side wall of the steel structure beam is provided with a slot for the insertion of the insertion plate corresponding to the position of the insertion plate. The utility model has the advantages that make things convenient for the staff to install steel construction roof beam and stand, guaranteed joint strength between the two simultaneously.
Description
Technical Field
The utility model belongs to the technical field of the technique of steel construction and specifically relates to a connection structure of steel construction roof beam and stand is related to.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like. The components or parts are typically joined by welds, bolts or rivets. Because of its light dead weight, and construction is simple and convenient, widely apply to fields such as large-scale factory building, venue, superelevation layer.
The existing connecting structure between the steel structure beam and the upright column adopts two methods of direct welding and bolt connection.
The above prior art solutions have the following drawbacks: although the welding structure can meet the connection requirement between the two to a certain extent, the problem of low connection strength still exists in the practical application process, and the firm connection effect cannot be achieved only by welding connection; bolted connection is in production and processing, need guarantee the machining precision of bolt hole on steel construction roof beam and the stand, when the installation, needs a plurality of bolts to connect between steel construction roof beam and the stand, needs the staff to operate repeatedly, has increased the construction degree of difficulty.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a connection structure of steel construction roof beam and stand, its advantage makes things convenient for the staff to install steel construction roof beam and stand, has guaranteed joint strength between the two simultaneously. The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
a connecting structure of a steel structure beam and a stand column comprises a stand column and the steel structure beam horizontally arranged on the side wall of the stand column, wherein a groove is formed in the side wall of the stand column, and one end of the steel structure beam is inserted in the groove; clamping components for fixing the steel structure beam are symmetrically arranged on the side walls of the upright columns, which are positioned on the upper side and the lower side of the steel structure beam;
the clamping assembly comprises an inserting plate which vertically slides on the upright post and is positioned above or below the groove, and a positioning piece which is arranged on the inserting plate and is used for fixing the inserting plate; and the side wall of the steel structure beam is provided with a slot for the insertion of the insertion plate corresponding to the position of the insertion plate.
Through adopting above-mentioned technical scheme, vertical slip picture peg makes it peg graft in the slot of steel construction roof beam, screws up the setting element on the picture peg, makes and forms spacingly between picture peg and the steel construction roof beam to increase the joint strength between steel construction roof beam and the stand, prevent that the steel construction roof beam from receiving external force and deviating from in the recess.
The utility model discloses further set up to: one side rigid coupling that the picture peg was kept away from the setting element has the trapezoidal piece, the confession has been seted up on the stand corresponding the position of trapezoidal piece the trapezoidal groove in order to accurate grafting to the slot is vertically slided to the trapezoidal piece, the trapezoidal piece joint is all the time in the trapezoidal groove.
Through adopting above-mentioned technical scheme, trapezoidal piece is along the vertical slip of trapezoidal groove, makes the picture peg of rigid coupling on trapezoidal piece remain vertical gliding state throughout, guarantees that the grafting of picture peg and slot cooperates throughout.
The utility model discloses further set up to: the positioning piece comprises a screw rod in threaded connection with the insertion plate and a handle fixed at one end of the screw rod far away from the upright post, and the screw rod can penetrate through the insertion plate and tightly abut against the upright post.
Through adopting above-mentioned technical scheme, unscrew the screw rod through turning handle, then inside the vertical slip of picture peg inserted the slot, turn handle immediately and let the screw rod support tightly to the dovetail groove inner wall on, make and form spacing between picture peg and the steel construction roof beam, strengthened the joint strength between steel construction roof beam and the stand.
The utility model discloses further set up to: the handle is provided with anti-skid lines.
Through adopting above-mentioned technical scheme for increase the frictional force between palm and the handle, when preventing to rotate the handle, the phenomenon of skidding appears.
The utility model discloses further set up to: the steel structure roof beam is close to the symmetry rigid coupling has a pair of rectangular piece on the outer wall of stand one end, and two rectangular pieces are located respectively the stand is along self width direction's both sides, the recess inner wall corresponds the confession has been seted up to the position of rectangular piece the spout that rectangular piece horizontal slip was pegged graft.
Through adopting above-mentioned technical scheme, during the installation, peg graft the tip of steel construction roof beam to the recess in, and the setting of rectangular piece and spout for guarantee the stability after pegging graft between steel construction roof beam and the stand, so that carry out operation on next step.
The utility model discloses further set up to: the stand with be equipped with between the steel construction roof beam and carry out reinforced (rfd) coupling assembling to both.
Through adopting above-mentioned technical scheme, the coupling assembling that sets up connects into a whole with between stand and the steel construction roof beam all around and the stand, has strengthened the joint strength between stand and the steel construction roof beam.
The utility model discloses further set up to: the connecting assembly comprises fasteners respectively arranged on the steel structure beams and hoops used for fixing the fasteners, the steel structure beams and the stand columns into a whole.
By adopting the technical scheme, the fastener sliding sleeve is arranged on the steel structure beam, the fastener, the steel structure beam and the stand column are fixed into a whole through the hoop, and the connection strength between the stand column and the steel structure beam is enhanced.
The utility model discloses further set up to: the fastener includes that the slip cap is established sleeve, symmetry rigid coupling on the steel construction roof beam are in fixed plate on the sleeve lateral wall and seting up the fixed plate with so that between the sleeve the fixed plate with the mouth of stepping down of stand lateral wall laminating, the staple bolt sets up to a pair of, and it will respectively the fixed plate cohesion of sleeve both sides is fixed on the stand.
Through adopting above-mentioned technical scheme, the sleeve slides and cup joints on the outer wall that the steel construction roof beam is close to stand one end, and two fixed plate symmetries and perpendicular rigid coupling are on the lateral wall of sleeve one end, and outwards extend, have seted up between sleeve and fixed plate and let a mouthful to the fixed plate can be in the installation back with the laminating of stand lateral wall.
To sum up, the utility model discloses a beneficial technological effect does:
1. the inserting plate is vertically slid and inserted into the slot of the steel structure beam, and the positioning piece on the inserting plate is screwed down to limit the inserting plate and the steel structure beam, so that the connection strength between the steel structure beam and the stand column is increased, and the steel structure beam is prevented from being separated from the groove by external force.
2. The connecting assembly that sets up connects into a whole with between steel construction roof beam and the stand all around, has strengthened the joint strength between stand and the steel construction roof beam.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the present invention embodying a sliver block;
fig. 3 is a schematic structural diagram of the trapezoid block of the present invention;
fig. 4 is a schematic structural diagram of the positioning member according to the present invention.
In the figure, 1, a steel structure beam; 11. a long bar block; 2. a column; 21. A groove; 211. a chute; 22. a trapezoidal groove; 3. a clamping assembly; 31. a trapezoidal block; 32. inserting plates; 33. a positioning member; 331. a screw; 332. a handle; 4. a fastener; 41. a sleeve; 42. a fixing plate; 43. a let position port; 5. and (5) hooping.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, for the utility model discloses a connection structure of steel structure roof beam and stand, including steel structure roof beam 1 and stand 2, the vertical setting of stand 2 and the transversal rectangle of personally submitting set up flutedly respectively on four lateral walls of 2 co-altitude of stand, and the setting of steel structure roof beam 1 level, in its one end level inserted recess 21, realize the primary connection between steel structure roof beam 1 and the stand 2.
Referring to fig. 2, the symmetry rigid coupling has a pair of rectangular piece 11 on the lateral wall that steel construction roof beam 1 is close to stand 2 one end, two rectangular pieces 11 are located steel construction roof beam 1 respectively along 2 self width direction's of stand both sides, set up from notch level spout 211 inwards extending on the inside lateral wall that corresponds of recess 21, during the installation, plug in the tip of steel construction roof beam 1 to recess 21 in, and the setting of rectangular piece 11 and spout 211, a stability after being pegged graft for guaranteeing between steel construction roof beam 1 and the stand 2, so that operate on next step.
Referring to fig. 2 and 3, the clamping assemblies 3 are symmetrically arranged on the side walls of the upper side and the lower side of the steel structure beam 1 of the upright post 2, and are used for fixing the steel structure beam 1, so that the connection strength between the steel structure beam 1 and the upright post 2 is increased, and the steel structure beam 1 is prevented from being separated from the groove 21 by external force. The clamping assembly 3 comprises a trapezoidal block 31, an inserting plate 32 and a positioning piece 33, the trapezoidal block 31 is fixedly connected to one side of the inserting plate 32, the positioning piece 33 is arranged on the inserting plate 32 and is opposite to the trapezoidal block 31, trapezoidal grooves 22 extending along the length direction of the upright posts 2 are symmetrically formed in the side walls, located on the two sides of the groove 21, of the upright posts 2, the trapezoidal block 31 is always in sliding clamping connection in the trapezoidal grooves 22, and a pair of inserting grooves are formed in the side walls of the steel structure beam 1 and correspond to the inserting plate 32 one by one.
Referring to fig. 1 and 4, the positioning member 33 includes a screw 331 and a handle 332, the screw 331 is in threaded connection with the fixing plate 42, the handle 332 is fixedly connected to an end of the screw 331 away from the upright 2, and the handle 332 is provided with anti-slip threads for increasing friction between a palm and the handle 332 and preventing a slip phenomenon from occurring when the handle 332 is rotated.
Referring to fig. 1 and 4, during fixing, the screw 331 is unscrewed by rotating the handle 332, then the inserting plate 32 is vertically slid and inserted into the slot, and then the handle 332 is rotated to enable the screw 331 to be tightly abutted against the inner wall of the trapezoidal groove 22, so that a limit is formed between the inserting plate 32 and the steel structural beam 1, and the connecting strength between the steel structural beam 1 and the upright post 2 is enhanced.
Referring to fig. 1, in order to further increase the connection strength between the upright 2 and the steel structure beams 1 around the upright 2, a connection assembly is arranged between the upright 2 and the steel structure beams 1, and is used for connecting the upright 2, the steel structure beams 1 around the upright 1 and the upright 2 into a whole. Coupling assembling includes fastener 4 and staple bolt 5, fastener 4 is provided with four groups, it sets up respectively on steel construction roof beam 1, fastener 4 includes sleeve 41 and a pair of fixed plate 42, sleeve 41 slides and cup joints on steel construction roof beam 1 is close to the outer wall of stand 2 one end, two fixed plate 42 symmetries and perpendicular rigid coupling are on the lateral wall of sleeve 41 one end, and outwards extend, seted up between sleeve 41 and fixed plate 42 and let a mouthful 43, so that fixed plate 42 can be laminated with stand 2 lateral walls after the installation.
The hoop 5 is composed of a pair of U-shaped pieces, two ends of each U-shaped piece are fixed through bolts, the fixing plates 42 on the upper side and the lower side of the sleeve 41 and the upright post 2 are locked into a whole through the two U-shaped pieces, and the connecting strength between the upright post 2 and the steel structure beams 1 around the upright post is further enhanced.
The implementation principle of the embodiment is as follows: during the installation, insert recess 21 with the one end of steel construction roof beam 1 along spout 211 in, then slide insert plate 32, make it correspond to peg graft in the slot of steel construction roof beam 1, screw up the setting element 33 on the insert plate 32 immediately, make screw rod 331 pass fixed plate 42 butt to on the inner wall of dovetail groove 22, prevent that steel construction roof beam 1 and stand 2 from breaking away from, then slip the cover with fastener 4 and establish on steel construction roof beam 1, make fixed plate 42 and the lateral wall laminating of stand 2, lock fixed plate 42 and stand 2 into a whole through staple bolt 5.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a connection structure of steel construction roof beam and stand, is in including stand (2) and level setting steel construction roof beam (1) on stand (2) lateral wall, its characterized in that: a groove (21) is formed in the side wall of the upright post (2), and one end of the steel structure beam (1) is inserted into the groove (21); clamping components (3) for fixing the steel structure beam (1) are symmetrically arranged on the side walls of the upright post (2) positioned at the upper side and the lower side of the steel structure beam (1);
the clamping assembly (3) comprises an inserting plate (32) which vertically slides on the upright post (2) and is positioned above or below the groove (21), and a positioning piece (33) which is arranged on the inserting plate (32) and is used for fixing the inserting plate (32); and a slot for inserting the inserting plate (32) is formed in the position, corresponding to the inserting plate (32), on the side wall of the steel structure beam (1).
2. The connecting structure of the steel structure beam and the upright column as claimed in claim 1, wherein: one side of the inserting plate (32) far away from the positioning piece (33) is fixedly connected with a trapezoidal block (31), a position on the upright post (2) corresponding to the trapezoidal block (31) is provided with a trapezoidal groove (22) for the trapezoidal block (31) to vertically slide so as to be accurately inserted into the inserting groove, and the trapezoidal block (31) is always clamped in the trapezoidal groove (22).
3. The connecting structure of the steel structure beam and the upright column as claimed in claim 1, wherein: the positioning piece (33) comprises a screw rod (331) in threaded connection with the inserting plate (32) and a handle (332) fixed at one end, far away from the upright post (2), of the screw rod (331), and the screw rod (331) can penetrate through the inserting plate (32) and abut against the upright post (2).
4. A connecting structure of a steel structural beam and a column as claimed in claim 3, wherein: the handle (332) is provided with anti-skid lines.
5. The connecting structure of the steel structure beam and the upright column as claimed in claim 1, wherein: steel construction roof beam (1) is close to the symmetry rigid coupling has a pair of rectangular piece (11) on the outer wall of stand (2) one end, and two rectangular pieces (11) are located respectively stand (2) are along self width direction's both sides, recess (21) inner wall corresponds the confession has been seted up to the position of rectangular piece (11) spout (211) that long piece (11) horizontal slip was pegged graft.
6. The connecting structure of the steel structure beam and the upright column as claimed in claim 1, wherein: the stand (2) with be equipped with between steel construction roof beam (1) and carry out reinforced (rfd) coupling assembling to both.
7. A connection structure of a steel structural beam and a column according to claim 6, wherein: the connecting assembly comprises fasteners (4) which are arranged on the steel structure beam (1) respectively and a hoop (5) which is used for fixing the fasteners (4), the steel structure beam (1) and the upright post (2) into a whole.
8. A connecting structure of a steel structural beam and a column according to claim 7, wherein: fastener (4) are established including the slip cap sleeve (41), symmetry rigid coupling on steel construction roof beam (1) are in fixed plate (42) on sleeve (41) lateral wall and set up fixed plate (42) with so that between sleeve (41) fixed plate (42) with letting of stand (2) lateral wall laminating mouthful (43), staple bolt (5) set up to a pair of, and it will respectively fixed plate (42) cohesion of sleeve (41) both sides is fixed on stand (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920789480.2U CN210263390U (en) | 2019-05-28 | 2019-05-28 | Connecting structure of steel structure beam and upright post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920789480.2U CN210263390U (en) | 2019-05-28 | 2019-05-28 | Connecting structure of steel structure beam and upright post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210263390U true CN210263390U (en) | 2020-04-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920789480.2U Expired - Fee Related CN210263390U (en) | 2019-05-28 | 2019-05-28 | Connecting structure of steel structure beam and upright post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210263390U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441470A (en) * | 2020-05-06 | 2020-07-24 | 北方工业大学 | Novel prefabricated part beam-column connecting joint |
| CN111501993A (en) * | 2020-05-07 | 2020-08-07 | 沈荣芳 | Splicing type building steel frame assembly structure and assembly method thereof |
| CN111648472A (en) * | 2020-06-16 | 2020-09-11 | 王国超 | Assembled building beam column steel construction connecting elements |
| CN113175092A (en) * | 2021-05-14 | 2021-07-27 | 江阴市房屋建设工程有限公司 | Assembly type steel structure integrated green building |
| CN113430916A (en) * | 2021-07-01 | 2021-09-24 | 中诚惠容实业集团有限公司 | Connecting mechanism for steel structure beam and reinforced concrete beam |
| CN113585460A (en) * | 2021-08-11 | 2021-11-02 | 青岛卡文迪轨道交通工程有限公司 | A antidetonation wind-resistant building steel construction for riveting bolt |
-
2019
- 2019-05-28 CN CN201920789480.2U patent/CN210263390U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441470A (en) * | 2020-05-06 | 2020-07-24 | 北方工业大学 | Novel prefabricated part beam-column connecting joint |
| CN111441470B (en) * | 2020-05-06 | 2021-03-30 | 北方工业大学 | Prefabricated component beam-column connecting joint |
| CN111501993A (en) * | 2020-05-07 | 2020-08-07 | 沈荣芳 | Splicing type building steel frame assembly structure and assembly method thereof |
| CN111648472A (en) * | 2020-06-16 | 2020-09-11 | 王国超 | Assembled building beam column steel construction connecting elements |
| CN113175092A (en) * | 2021-05-14 | 2021-07-27 | 江阴市房屋建设工程有限公司 | Assembly type steel structure integrated green building |
| CN113430916A (en) * | 2021-07-01 | 2021-09-24 | 中诚惠容实业集团有限公司 | Connecting mechanism for steel structure beam and reinforced concrete beam |
| CN113585460A (en) * | 2021-08-11 | 2021-11-02 | 青岛卡文迪轨道交通工程有限公司 | A antidetonation wind-resistant building steel construction for riveting bolt |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200407 Termination date: 20210528 |