CN207211393U - Box beam column node structure - Google Patents

Box beam column node structure Download PDF

Info

Publication number
CN207211393U
CN207211393U CN201721215346.9U CN201721215346U CN207211393U CN 207211393 U CN207211393 U CN 207211393U CN 201721215346 U CN201721215346 U CN 201721215346U CN 207211393 U CN207211393 U CN 207211393U
Authority
CN
China
Prior art keywords
box
bracket
box beam
manhole
lower flange
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201721215346.9U
Other languages
Chinese (zh)
Inventor
刘昌文
石朝华
刘定凤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China 19th Metallurgical Group Co ltd
Original Assignee
China 19th Metallurgical Group Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China 19th Metallurgical Group Co ltd filed Critical China 19th Metallurgical Group Co ltd
Priority to CN201721215346.9U priority Critical patent/CN207211393U/en
Application granted granted Critical
Publication of CN207211393U publication Critical patent/CN207211393U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

The utility model discloses box beam column node structure belongs to the steel construction field, and the purpose provides an utilize box beam column connection structure of being convenient for construction. Comprises a box column, a box beam and a box bracket; one end of the box-type bracket is fixedly connected with the box-type column, and the other end of the box-type bracket is butted with the box-type beam; a manhole penetrating through the inner cavity of the box beam is arranged on the lower flange plate of the beam of the box beam, and the joint of the box beam and the box bracket is communicated with the manhole through the inner cavity of the box beam. The utility model discloses in the maintenance period of installation or structure, operating personnel can get into the inside of box roof beam smoothly through the manhole to the butt joint department of reacing box roof beam and box bracket is installed or is overhauld, thereby has made things convenient for being connected and the maintenance of box roof beam and box post. And through setting up the manhole in the roof beam lower flange board of box roof beam, reduced the influence to box beam column connection structure atress performance, and can avoid destroying the cross slab of box roof beam or box bracket inner chamber, simplified manufacturing procedure, made things convenient for operating personnel to operate simultaneously.

Description

Box beam column joint structure
Technical field
The utility model belongs to field of steel structure, particularly box beam column joint structure.
Background technology
The component of box-type section is due to good structure tension performance and appearance at present, in large-span frame knot The construction steel structure technical field scope such as structure, venue structure and different formed steel construction is widely used.Box beam and box column Connecting node be even more be widely present, at present, the connecting node of box beam and box column on box column 1 as shown in figure 1, be fixed with The box bracket 3 being adapted to box beam 2;The box bracket 3 is by bracket top flange plate 31, bracket bottom wing listrium 32 and two The box-structure that bracket web 33 surrounds;The box beam 2 is by beam top flange plate 21, lower flange of girder listrium 22 and two webs 23 box-structures surrounded;The bracket web 33 of the box bracket 3 passes through high-strength bolt with the web 23 of box beam 2 Connection.The box beam and the connecting node of box column are due to the box house relative closure of its component parts, site operation or inspection Repair very difficult.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of box beam column joint structure for utilizing and being easy to construction.
The technical solution adopted in the utility model is:Box beam column joint structure, including box column, box beam and box ox Leg;The box bracket is the box-structure surrounded by bracket top flange plate, bracket bottom wing listrium and two bracket webs;It is described Box beam is the box-structure surrounded by beam top flange plate, lower flange of girder listrium and two webs;Described box bracket one end with Box column is fixedly connected, and the bracket web of the other end docks with the web of box beam;Set in the lower flange of girder listrium of box beam There is insertion to the manhole of box beam inner chamber, box beam to be connected with the joint of box bracket with the manhole by box beam inner chamber It is logical.
Further, the plugging plate of closure manhole is provided with, the plugging plate is removably mounted to lower flange of girder listrium.
Further, the plugging plate is overlapped in the medial surface of lower flange of girder listrium.
Further, in plugging plate insertion manhole, be provided with supporting plate on plugging plate, described supporting plate one end with Plugging plate is fixedly connected, and the other end is overlapped in lower flange of girder listrium.
Further, the lower surface of the plugging plate flushes with the lateral surface of lower flange of girder listrium.
Further, the plugging plate and lower flange of girder listrium uniform thickness.
Further, the manhole is rounded.
Further, the bracket web of the box bracket and the web of box beam pass through high strength exploitation.
The beneficial effects of the utility model are:By being provided with insertion to the manhole of box beam inner chamber, box beam and box The joint of bracket and the manhole are by box beam intracavity inter-connection, so that in installation or the maintenance period of structure, Operating personnel can smoothly enter the inside of box beam by manhole, and reach box beam and the joint of box bracket is pacified Dress or maintenance, so as to facilitate the connection of box beam and box column and maintenance.And by the way that manhole to be arranged to the beam of box beam Bottom wing listrium, the influence to box beam column joint structure stress performance is reduced, and box beam or box can be avoided damage to The diaphragm plate of bracket inner chamber, simplify manufacturing procedure, while facilitate operating personnel's operation.
Brief description of the drawings
Fig. 1 is prior art front view;
Fig. 2 is the utility model front view;
Fig. 3 is Fig. 2 A-A sectional views.
In figure, box column 1, box beam 2, beam top flange plate 21, lower flange of girder listrium 22, web 23, box bracket 3, ox Leg top flange plate 31, bracket bottom wing listrium 32, bracket web 33, manhole 4, plugging plate 5, supporting plate 6.
Embodiment
The utility model is described further with reference to the accompanying drawings and examples as follows:
Box beam column joint structure, as shown in Figures 2 and 3, including box column 1, box beam 2 and box bracket 3;The case Type bracket 3 is the box-structure surrounded by bracket top flange plate 31, bracket bottom wing listrium 32 and two bracket webs 33;The case Type beam 2 is the box-structure surrounded by beam top flange plate 21, lower flange of girder listrium 22 and two webs 23;The box bracket 3 One end is fixedly connected with box column 1, and the bracket web 33 of the other end docks with the web 23 of box beam 2;In the beam of box beam 2 Bottom wing listrium 22 is provided with insertion to the manhole 4 of the inner chamber of box beam 2, joint and the manhole of the box beam 2 with box bracket 3 4 pass through the intracavity inter-connection of box beam 2.
By being provided with insertion to the manhole 4 of the inner chamber of box beam 2, joint and the people of the box beam 2 with box bracket 3 Hole 4 is by the intracavity inter-connection of box beam 2, so that can pass through people in installation or the maintenance period of structure, operating personnel Hole 4 smoothly enters the inside of box beam 2, and the joint for reaching box beam 2 and box bracket 3 is installed or overhauled, from And facilitate the connection and maintenance of box beam 2 and box column 1.And by the way that manhole 4 to be arranged to the lower flange of girder listrium of box beam 2 22, the influence to box beam column joint structure stress performance is reduced, and box beam 2 or box bracket 3 can be avoided damage to The diaphragm plate of inner chamber, simplify manufacturing procedure, while facilitate operating personnel's operation.During installation, first by box column 1 and box bracket 3 installation positioning, levelling, then box beam 2 is lifted to 3 corresponding position of box bracket, in-site installation personnel and passes through box beam The manhole 4 of 2 lower flange of girder listrium 22 enters the inside of box beam 2, carries out box beam 2 and the docking operation of box bracket 3.
After docking and after inspection finishes for box beam 2 and box bracket 3, manhole 4 should be closed, with meet vision and The requirement of the integrality of box beam 2.Therefore, it is preferred that the plugging plate 5 of closure manhole 4 is provided with, the plugging plate 5 is detachably installed In lower flange of girder listrium 22.Because plugging plate 5 is flexibly connected with lower flange of girder listrium 22, when needing to use manhole 4, mobile plugging plate 5 expose manhole 4, move at manhole 4 plugging plate 5 after to be used and close manhole 4.
In the above-described embodiment, plugging plate 5 can with the mode connects for screw of lower flange of girder listrium 22, still, for the ease of installation With dismounting, while the processing mounting holes of lower flange of girder listrium 22 in box beam 2 are avoided, it is preferred that the plugging plate 5 is overlapped under beam The medial surface of flange plate 22.The medial surface of lower flange of girder listrium 22 is the one side that lower flange of girder listrium 22 is located at the inner chamber of box beam 2.Such as This, when in use, directly moves plugging plate 5 in the inner chamber of box beam 2, plugging plate 5 is positioned over into lower flange of girder listrium 22 and is located at manhole 4 The position of side.Not only facilitate the assembly and disassembly of plugging plate 5, the lower flange of girder edge of box beam 2 itself can also be passed through after removal Plate 22 temporary support plugging plate 5, plugging plate 5 shelves problem after solving dismounting.
Certainly, the lower surface of plugging plate 5 can be located at the side of the inner chamber of box beam 2 with lower flange of girder listrium 22 and flush, still, When box beam column joint structure forced vibration, the inner chamber of box beam 2 on 5 easy edge of plugging plate is moved, and mistake occurs with manhole 4 Position, the phenomenon that manhole 4 is not blocked is caused to occur, in order to avoid above mentioned problem, it is preferred that the plugging plate 5 is embedded in manhole 4 It is interior, supporting plate 6 is provided with plugging plate 5, described one end of supporting plate 6 is fixedly connected with plugging plate 5, and the other end is overlapped under beam Flange plate 22.
Plugging plate 5 is embedded in manhole 4, i.e., the shape of plugging plate 5 is identical with the shape of manhole 4, and the size of plugging plate 5 is omited Less than the size of manhole 4, it is generally the case that the size of plugging plate 5 is less than the size 3-4mm of manhole 4, plugging plate 5 is put Enter in manhole 4.Because plugging plate 5 is embedded in manhole 4, therefore, the hole wall of manhole 4 is just spacing to the circumference composition of plugging plate 5, avoids Plugging plate 5 moves radially along manhole 4.And supporting plate 6 plays a part of plugging plate 5 being overlapped in lower flange of girder listrium 22.
In order to further improve visual effect and the integrality of box beam 2, under the lower surface and beam of the preferable plugging plate 5 The lateral surface of flange plate 22 flushes.The lateral surface of the lower flange of girder listrium 22 is relative with medial surface to be located at the inner chamber of box beam 2 The one side in outside.
In order to save material cost, it is preferred that the plugging plate 5 and the uniform thickness of lower flange of girder listrium 22.Due to plugging plate 5 and beam The uniform thickness of bottom wing listrium 22, therefore, can be directly using the plate making closure cut down during processing manhole 4 from lower flange of girder listrium 22 Plate 5.
Manhole 4 can also be square, still, in order to pass through beneficial to operating personnel, it is preferred that the manhole 4 is rounded.And Circular manhole 4 is compared with square manhole, more using avoiding stress concentration phenomenon.
Preferably, the bracket web 33 of the box bracket 3 is connected with the web 23 of box beam 2 by high-strength bolt Connect.

Claims (8)

1. box beam column joint structure, including box column (1), box beam (2) and box bracket (3);The box bracket (3) is The box-structure surrounded by bracket top flange plate (31), bracket bottom wing listrium (32) and two bracket webs (33);The box Beam (2) is the box-structure surrounded by beam top flange plate (21), lower flange of girder listrium (22) and two webs (23);The box Bracket (3) one end is fixedly connected with box column (1), and the bracket web (33) of the other end and the web (23) of box beam (2) are right Connect;It is characterized in that:It is provided with and is penetrated to the manhole (4) of box beam (2) inner chamber in the lower flange of girder listrium (22) of box beam (2), Box beam (2) and the joint of box bracket (3) pass through box beam (2) intracavity inter-connection with the manhole (4).
2. box beam column joint structure as claimed in claim 1, it is characterised in that:It is provided with the plugging plate of closure manhole (4) (5), the plugging plate (5) is removably mounted to lower flange of girder listrium (22).
3. box beam column joint structure as claimed in claim 2, it is characterised in that:The plugging plate (5) is overlapped in lower flange of girder The medial surface of listrium (22).
4. box beam column joint structure as claimed in claim 3, it is characterised in that:The embedded manhole (4) of the plugging plate (5) It is interior, supporting plate (6) is provided with plugging plate (5), described supporting plate (6) one end is fixedly connected with plugging plate (5), and the other end is taken It is connected to lower flange of girder listrium (22).
5. box beam column joint structure as claimed in claim 4, it is characterised in that:The lower surface of the plugging plate (5) and beam The lateral surface of bottom wing listrium (22) flushes.
6. the box beam column joint structure as described in claim 2-5 any one claims, it is characterised in that:The closure Plate (5) and lower flange of girder listrium (22) uniform thickness.
7. the box beam column joint structure as described in claim 1-5 any one claims, it is characterised in that:The manhole (4) it is rounded.
8. the box beam column joint structure as described in claim 1-5 any one claims, it is characterised in that:The box The bracket web (33) of bracket (3) passes through high strength exploitation with the web (23) of box beam (2).
CN201721215346.9U 2017-09-21 2017-09-21 Box beam column node structure Active CN207211393U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721215346.9U CN207211393U (en) 2017-09-21 2017-09-21 Box beam column node structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721215346.9U CN207211393U (en) 2017-09-21 2017-09-21 Box beam column node structure

Publications (1)

Publication Number Publication Date
CN207211393U true CN207211393U (en) 2018-04-10

Family

ID=61822337

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721215346.9U Active CN207211393U (en) 2017-09-21 2017-09-21 Box beam column node structure

Country Status (1)

Country Link
CN (1) CN207211393U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109024222A (en) * 2018-08-14 2018-12-18 湖南金海集团有限公司 A kind of steel construction box beam connecting node assembly device and its assembling method
CN109898653A (en) * 2019-03-30 2019-06-18 中国二十二冶集团有限公司 Box beam joint connection in site method
CN111486431A (en) * 2020-04-17 2020-08-04 哈尔滨锅炉厂有限责任公司 Connecting device for box column and box beam

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109024222A (en) * 2018-08-14 2018-12-18 湖南金海集团有限公司 A kind of steel construction box beam connecting node assembly device and its assembling method
CN109898653A (en) * 2019-03-30 2019-06-18 中国二十二冶集团有限公司 Box beam joint connection in site method
CN111486431A (en) * 2020-04-17 2020-08-04 哈尔滨锅炉厂有限责任公司 Connecting device for box column and box beam

Similar Documents

Publication Publication Date Title
CN207211393U (en) Box beam column node structure
CN104074267B (en) Dismantled and assembled sledge steel loading structure mobile field camp
KR101644921B1 (en) Construction methods of joining two or more container houses along their long sides
CN109024222A (en) A kind of steel construction box beam connecting node assembly device and its assembling method
CN103206075B (en) Suspension platform for construction of steel reinforced concrete cantilever structure
CN103255907B (en) Overhanging type scaffold
CN103437546A (en) Aluminum alloy template with composite structure
CN102233506B (en) Preassembly-free manufacturing process for main beam of large gantry crane
CN206337654U (en) A kind of beam-column connection structure of steel-structure factory building
CN203271130U (en) Assembling shaping framework for windrow and door opening
CN201474283U (en) Composite outer hanger bracket for construction
CN205637142U (en) Take a prefabricated beam column node pin frame of curb plate
CN209799469U (en) Box-type room maintenance ground and box-type room
CN107780644B (en) Operation platform for elevator shaft construction and use method thereof
WO2015096192A1 (en) Building column system
CN203961371U (en) There is the automatically controlled room of oil-well rig on roof alive
CN204960118U (en) Big wallboard for building
CN206844343U (en) A kind of new prefabricated assembled bean column node construction
KR200407075Y1 (en) framework unit
CN205777538U (en) Setting assembling type reinforcing bar protection canopy structure
CN205502621U (en) Reinforcing apparatus that is connected of assemblyization building wall and post
CN219654564U (en) Novel divide half quick assembly disassembly type safe labor-saving apron
CN219753902U (en) Bury anchor instrument formula frame of encorbelmenting
CN109577653A (en) Mounting method of flange bolt welding hybrid connection assembly type beam-column joint
CN108915143A (en) A kind of building curtain wall transverse direction decoration cantilevered plate

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant