CN207453132U - A kind of H profile steel column splicing apparatus - Google Patents

A kind of H profile steel column splicing apparatus Download PDF

Info

Publication number
CN207453132U
CN207453132U CN201721400612.5U CN201721400612U CN207453132U CN 207453132 U CN207453132 U CN 207453132U CN 201721400612 U CN201721400612 U CN 201721400612U CN 207453132 U CN207453132 U CN 207453132U
Authority
CN
China
Prior art keywords
plate
profile steel
hole
horizontal connecting
column
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
CN201721400612.5U
Other languages
Chinese (zh)
Inventor
赵俊锋
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.)
Shanxi Tianju Meihong Steel Structure Co., Ltd.
Original Assignee
Jincheng City Beautiful Iridescent Plate Steel Structure 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 Jincheng City Beautiful Iridescent Plate Steel Structure Co Ltd filed Critical Jincheng City Beautiful Iridescent Plate Steel Structure Co Ltd
Priority to CN201721400612.5U priority Critical patent/CN207453132U/en
Application granted granted Critical
Publication of CN207453132U publication Critical patent/CN207453132U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

A kind of H profile steel column splicing apparatus, is related to architectural engineering technology, solves the technical issues of existing H profile steel column splicing apparatus is difficult to meet steel construction rapid construction needs.Between the upper segmented column flange plate of the utility model, the lower portion of web both sides be respectively provided with a horizontal connecting plate, location hole there are two symmetrically being opened up along its length respectively on two horizontal connecting plates, upper padding plate is equipped with above 4 location holes, lower bolster is equipped with below 4 location holes, upper padding plate offers and the corresponding through hole of location hole with lower bolster center;Lower segmented column top surface is equipped with the top plate being adapted with H profile steel styletable face, correspond to 4 position of positioning hole on horizontal connecting plate in Roof face, 4 stay bolts are fixed with, 4 stay bolts are connected successively with 4 lower adjusting nuts, lower bolster, horizontal connecting plate, upper padding plate and upper adjusting nut.The utility model has the advantages that simple in structure, accurate positioning, easy for installation for the scene splicing of steel column.

Description

A kind of H profile steel column splicing apparatus
Technical field
The utility model belongs to construction engineering technical field, more particularly to a kind of H profile steel column splicing apparatus (splicing node knot Structure).
Background technology
H profile steel is a kind of novel economizer construction(al)steel, and cross sectional shape economical rationality, mechanical property are good, section during rolling Upper each point extension is more uniform, internal stress is small.Compared with common I-steel, H profile steel is with modulus of section is big, light-weight, saving is golden The advantages of category.H profile steel is usually used in that requirement bearing capacity is big, the good heavy construction of cross-sectional stability (such as workshop, skyscraper), And bridge, ship, handling machinery, Equipment Foundations, stent, foundation pile etc..
In the prior art, common H profile steel column splicing form is mainly:The splicing of flange plate uses the groove of complete penetration Butt weld connects, and the splicing of web is spliced using the double shear of " high-strength bolt+splice plate ".There is splicing node in the prior art The shortcomings that unreasonable structure, location difficulty, installation is inconvenient, and site welding workload is larger.
The content of the invention
The purpose of the utility model is to overcome the shortcomings that the prior art, provide a kind of H profile steel column splicing apparatus and its apply Work method solves existing H profile steel column splicing apparatus (splicing node structure) and is difficult to the technology for meeting steel construction rapid construction needs Problem.
The utility model is achieved through the following technical solutions:
A kind of H profile steel column splicing apparatus (splicing node structure), including:The upper segmented column of H profile steel column and lower segmented column, feature It is:Between the upper segmented column flange plate, the lower portion of web both sides be respectively provided with a horizontal connecting plate, two it is described it is horizontal even It is symmetrically opened up along its length respectively on fishplate bar there are two location hole, is equipped with upper padding plate above 4 location holes, under 4 location holes Side is equipped with lower bolster, and the upper padding plate offers and the corresponding through hole of location hole with lower bolster center;
The lower segmented column top surface is equipped with the top plate being adapted with H profile steel styletable face, corresponds to horizontal connection in Roof face 4 position of positioning hole on plate, are fixed with 4 stay bolts, 4 stay bolts successively with 4 lower adjusting nuts, lower bolster, Horizontal connecting plate, upper padding plate are connected with upper adjusting nut.
Further, the positioning bore dia of the horizontal connecting plate is slightly larger than the stay bolt outer diameter, and the upper padding plate is under The through-hole diameter of backing plate is identical with the stay bolt outer diameter.
The setting of top plate, horizontal connecting plate, stay bolt is, it can be achieved that upper segmented column and the quick of lower segmented column are determined in the utility model Position;The setting of upper adjusting nut and lower adjusting nut can be finely adjusted the connection of upper segmented column and lower segmented column, be applied at quickening scene Installation quality is ensure that while work progress.The utility model is used for the scene splicing of steel column, has simple in structure, positioning standard Really, the advantages of easy for installation.
Description of the drawings
Fig. 1 is a kind of front view of H profile steel column splicing apparatus (splicing node structure);
Fig. 2 is the top view of Fig. 1;
Fig. 3 is a kind of stereoscopic schematic diagram of H profile steel column splicing apparatus (splicing node structure).
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples.
As shown in Figure 1 to Figure 3, a kind of H profile steel column splicing apparatus (splicing node structure) in the present embodiment, including H-type The upper segmented column 1 of steel column and lower segmented column 2, wherein:
Between 1 flange plate of upper segmented column, the lower portion of web both sides be respectively provided with a horizontal connecting plate 3, described in two It is symmetrically opened up along its length respectively on horizontal connecting plate 3 there are two location hole, 4 location holes tops are equipped with upper padding plate 4,4 Lower bolster 5 is equipped with below location hole, the upper padding plate 4 offers and the corresponding through hole of location hole with 5 center of lower bolster;
2 top surface of lower segmented column is equipped with the top plate 9 being adapted with H profile steel styletable face, corresponds to horizontal connect in 9 top surface of top plate 4 position of positioning hole on fishplate bar 3, be fixed with 4 stay bolts, 6,4 stay bolts 6 successively with 4 lower adjusting nuts 8th, lower bolster 5, horizontal connecting plate 3, upper padding plate 4 and upper adjusting nut 7 connect.
Further, the positioning bore dia of the horizontal connecting plate 3 be slightly larger than 6 outer diameter of stay bolt, the upper padding plate 4 with The through-hole diameter of lower bolster 5 is identical with 6 outer diameter of stay bolt.
The construction method of the utility model, is as follows:
1) prefabricated upper segmented column 1:
1. between upper 1 flange plate of segmented column, web both sides lower portion a horizontal connecting plate 3 is respectively welded;
2. on two horizontal connecting plates 3, two location holes are symmetrically opened up along its length respectively;
3. the upper padding plate 4 set above 4 location holes and the lower bolster 5 set below 4 location holes are made, and upper padding plate 4 open up and the corresponding through hole of location hole with 5 center of lower bolster;
4. make 4 stay bolts 6 and the upper adjusting nut 7 coordinated with stay bolt 6 and lower adjusting nut 8;
2) prefabricated lower segmented column 2:
1. in the top plate 9 that the welding of lower 2 top surface of segmented column is adapted with H profile steel styletable face, correspond to horizontal connect in 9 top surface of top plate 4 position of positioning hole on fishplate bar 3, vertical top surface weld 4 stay bolts 6;
3) splice:
1. 4 lower adjusting nuts 8 are screwed onto 46 middle parts of stay bolt, by 4 lower bolsters 5 on 4 stay bolts 6;
2. prefabricated upper segmented column 1 is placed in prefabricated lower segmented column 2 the upper surface of so that 4 stay bolts 6 pass through 4 corresponding thereto A location hole;
3. again then 4 upper padding plates 4, upper adjusting nut 7 are adjusted into upper and lower adjusting nut on 4 stay bolts 6, essence Adjusting nut 7, lower adjusting nut 8 are tightened after determining position;
4. completing after fixing, groove welding is carried out to flange plate and web.
The utility model can be embodied in various forms without departing from the spirit of the inventions or essence, so should manage Solution, above-described embodiment is not limited to foregoing details, and should widely be explained in claim limited range, therefore falls into Claim or variation in its equivalent scope and remodeling should be covered by the following claims.

Claims (2)

1. a kind of H profile steel column splicing apparatus, including:The upper segmented column (1) of H profile steel column and lower segmented column (2), it is characterised in that:It is described Between upper segmented column (1) flange plate, the lower portion of web both sides be respectively provided with a horizontal connecting plate (3), two horizontal connections It is symmetrically opened up along its length respectively on plate (3) there are two location hole, 4 location holes tops are equipped with upper padding plate (4), 4 positioning Lower bolster (5) is equipped with below hole, the upper padding plate (4) offers and the corresponding through hole of location hole with lower bolster (5) center;
Lower segmented column (2) top surface is equipped with the top plate (9) being adapted with H profile steel styletable face, corresponds to level in top plate (9) top surface 4 position of positioning hole on connecting plate (3) are fixed with 4 stay bolts (6), and 4 stay bolts (6) under 4 successively with adjusting Nut (8), lower bolster (5), horizontal connecting plate (3), upper padding plate (4) and upper adjusting nut (7) connection.
2. a kind of H profile steel column splicing apparatus according to claim 1, it is characterised in that:Horizontal connecting plate (3) determine Position bore dia is slightly larger than the stay bolt (6) outer diameter, through-hole diameter and the long spiral shell of the upper padding plate (4) with lower bolster (5) Bolt (6) outer diameter is identical.
CN201721400612.5U 2017-10-26 2017-10-26 A kind of H profile steel column splicing apparatus Active CN207453132U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721400612.5U CN207453132U (en) 2017-10-26 2017-10-26 A kind of H profile steel column splicing apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721400612.5U CN207453132U (en) 2017-10-26 2017-10-26 A kind of H profile steel column splicing apparatus

Publications (1)

Publication Number Publication Date
CN207453132U true CN207453132U (en) 2018-06-05

Family

ID=62282030

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721400612.5U Active CN207453132U (en) 2017-10-26 2017-10-26 A kind of H profile steel column splicing apparatus

Country Status (1)

Country Link
CN (1) CN207453132U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107587610A (en) * 2017-10-26 2018-01-16 晋城市美虹彩板钢结构有限公司 A kind of H profile steel post splicing apparatus and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107587610A (en) * 2017-10-26 2018-01-16 晋城市美虹彩板钢结构有限公司 A kind of H profile steel post splicing apparatus and its construction method

Similar Documents

Publication Publication Date Title
CN201535015U (en) Connecting node of outer sleeve-type square and rectangular steel pipe column and H-shaped steel beam
CN107587610A (en) A kind of H profile steel post splicing apparatus and its construction method
CN101914952A (en) Connecting joint between hollow steel tube concrete column and steel girder and construction method thereof
CN203531147U (en) Embedded type anchor bolt connecting structure for I-shaped steel column
CN109231006A (en) The construction method of hanging hang structure under a kind of steel structure truss
CN105803939A (en) Open steel tube and reinforced-concrete combined girder bridge structure
CN105756380B (en) A kind of multilayer large-span assembled integral space steel lattice box structure construction of hydropower method
CN207453132U (en) A kind of H profile steel column splicing apparatus
CN209555782U (en) A kind of truss I steel composite type bent cap anchor ear construction bracket
CN207092331U (en) Combined type reinforced truss floor support plate
CN211548054U (en) Steel construction cantilever beam column connected node
CN207702442U (en) A kind of Novel horizontal support node type of attachment
CN103495793A (en) Improved construction method for hoisting and welding large-tonnage cast steel component complex joints
CN101082266B (en) Joint method for oil-well rig boring tower
CN202023298U (en) Roof truss-sectioned roof girder structure capable of being hoisted by cross type tower crane
CN211647306U (en) Floor carrier plate bearing structure with adjustable steel construction large-span
CN211396201U (en) Connection structure of embedded steel beam and prefabricated composite floor slab
CN209163043U (en) A kind of side's Concrete-filled Double Skin Steel Tube Columns and steel beam connecting joint
CN104961058B (en) A kind of double Z shaped support steel beam and crane supporting member and preparation method containing it
CN217781749U (en) Hanging basket counter-force pre-pressing device
CN207700389U (en) It is a kind of abnormity steel column and beam column connection structure
CN203248094U (en) Large-diameter ultra-deep vertical shaft sinking headframe
CN206337654U (en) A kind of beam-column connection structure of steel-structure factory building
CN214423767U (en) Building structure design wall column base connecting device
CN213115207U (en) Shaped column for building steel structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: East of Langjing Village, Nancun Town, Zezhou County, Jincheng City, Shanxi Province 048012

Patentee after: Shanxi Tianju Meihong Steel Structure Co., Ltd.

Address before: East of Langjing Village, Nancun Town, Zezhou County, Jincheng City, Shanxi Province 048000

Patentee before: JINCHENG MEIHONG COLOR PLATES STEEL STRUCTURE Co.,Ltd.