CN106759858B - A kind of connecting node and preparation method of H profile steel beam and rectangular steel-tube concrete column - Google Patents

A kind of connecting node and preparation method of H profile steel beam and rectangular steel-tube concrete column Download PDF

Info

Publication number
CN106759858B
CN106759858B CN201611245962.9A CN201611245962A CN106759858B CN 106759858 B CN106759858 B CN 106759858B CN 201611245962 A CN201611245962 A CN 201611245962A CN 106759858 B CN106759858 B CN 106759858B
Authority
CN
China
Prior art keywords
steel
internal partition
grid type
type internal
concrete column
Prior art date
Application number
CN201611245962.9A
Other languages
Chinese (zh)
Other versions
CN106759858A (en
Inventor
王来
陈惠荣
董硕
陈海涛
玄伟
Original Assignee
山东科技大学
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 山东科技大学 filed Critical 山东科技大学
Priority to CN201611245962.9A priority Critical patent/CN106759858B/en
Publication of CN106759858A publication Critical patent/CN106759858A/en
Application granted granted Critical
Publication of CN106759858B publication Critical patent/CN106759858B/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/185Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material

Abstract

The invention discloses the connecting node and preparation method of a kind of H profile steel beam and rectangular steel-tube concrete column.It is made up of rectangular steel-tube concrete column, H profile steel beam and connection force transferring part, connection force transferring part includes upper grid type internal partition, lower grid type internal partition and web connecting plate.Upper and lower distribution upper and lower grid type internal partition is respectively welded in the inwall of rectangular steel-tube concrete column, upper and lower grid type internal partition is parallel to each other.H profile steel beam is connected with rectangular steel-tube concrete column outer wall:Vertical connecting plate is located in the web position of H profile steel beam, welds with rectangular steel-tube concrete column outer wall and is connected by bolt with H profile steel web;Welded respectively with rectangular steel-tube concrete column outer wall on the upper and lower edge of a wing of H profile steel beam;Ensure the top flange of upper grid type internal partition and H profile steel beam the same horizontal position, lower grid type internal partition and H profile steel beam lower flange in the same horizontal position, realize the reliable delivery of power.

Description

A kind of connecting node and preparation method of H profile steel beam and rectangular steel-tube concrete column

Technical field

The invention belongs to building engineering field, and in particular to building structure technology, more particularly to H profile steel beam and rectangular steel pipe The connecting node and preparation method of concrete column.

Background technology

With the development of building structure, the research and application of steel-concrete combined structure are deployed rapidly, steel tube concrete Earth pillar structure is that fill concrete is formed in steel pipe, and the presence of steel pipe can constrain core concrete, prevent core coagulation Soil premature rupture in loading process;The presence of core concrete can prevent the too early flexing of steel pipe, the two synergy energy Enough give full play to the advantages of steel examining tensile behavior is high and core concrete Compressive Performance is good, thus with high capacity, plasticity and Many advantages, such as good toughness, anti-seismic performance are good, remarkable in economical benefits and construction are environmentally friendly.

The characteristics such as the existing plastic deformation ability of rectangular steel-tube concrete column is strong, the good, excellent earthquake resistance of ductility, and more There is the advantages of bending rigidity is big, node is easy to connect.The frame structure system that rectangular steel-tube concrete column is formed with girder steel, because flat Face flexible arrangement, simple in construction, component are easy to the features such as standardization, speed of application fast, low cost, in executive information systems In there is good application prospect, by the most attention in domestic and international project field.

In the frame structure system that rectangular steel-tube concrete column and girder steel are formed, H profile steel beam and concrete-filled rectangular steel tube The frame system application that post is formed is universal.The connecting node of H profile steel beam and rectangular steel-tube concrete column, according to the cloth of connecting node Put, be broadly divided into:Internal partition formula, outer shroud gusset-type joint and diaphragm-through type connecting node three major types.Wherein, internal partition formula section Point is that the power transmission internal partition component of node is located inside rectangular steel pipe, and board size of putting more energy into is smaller, is not put more energy on the outside of steel pipe column Plate, curtain wall is facilitated to install, suitable for large-size frame post, and steel using amount has compared with outer shroud node and reduced to a certain degree.H profile steel beam Internal force passes to steel tube concrete frame puncheon by internal partition, and moment of flexure, the main Transfer of Shear of web are mainly transmitted in the upper and lower edge of a wing. The pulling force effect that steel beam flange transmits mainly is undertaken by internal partition, and the pressure that steel beam flange transmits is mainly by the core of steel duct Concrete undertakes, and stress form is reasonable, is a kind of joint form generally used.

Due to rectangular steel pipe to the effect of contraction of core concrete be not as notable as round steel pipe, and internal core concrete by Constraint it is uneven, therefore rectangular steel-tube concrete column is higher to pouring core concrete quality requirement.And due to by tubing string side Long limitation, the internal partition formula connecting node of existing middle part perforate so that core concrete pours difficult, inconvenience of vibrating, The density poured to core concrete and the constraint to core concrete affect greatly, and are mixed so as to influence rectangular steel pipe The holistic resistant behavior of solidifying earth pillar.

The preparation method of existing internal partition formula rectangular steel-tube concrete column, internal partition generally use " melting nozzle electroslag welding " Method is connected with rectangle steel tubing string, and construction is complicated and cost is higher.

Therefore need to provide that a kind of construction is convenient, can effectively improve rectangle steel tubing string inner core concrete pours in engineering practice Compactness and the low internal partition connecting node of integrated cost are built, H profile steel beam can be greatly improved and formed with rectangular steel-tube concrete column Frame structure stress performance and globality.

The content of the invention

The purpose of the present invention is to be directed to existing H profile steel beam and rectangular steel-tube concrete column connection with inner diaphragm technology not Foot, on the basis of connection with inner diaphragm, there is provided a kind of connecting node and preparation method easy for construction, load-carrying properties are high.

Technical scheme is as follows:

A kind of connecting node of H profile steel beam and rectangular steel-tube concrete column, including rectangular steel-tube concrete column, H profile steel beam With connection force transferring part, the connection force transferring part includes upper grid type internal partition, lower grid type internal partition and web connecting plate. Upper and lower distribution upper and lower grid type internal partition is respectively welded in the inwall of described rectangular steel-tube concrete column, it is described Upper and lower grid type internal partition is parallel to each other.H profile steel beam is connected with described rectangular steel-tube concrete column outer wall:Described is perpendicular It is located to connecting plate in the web position of H profile steel beam, is welded with rectangular steel-tube concrete column outer wall, and pass through bolt and H profile steel Web connects;Welded respectively with rectangular steel-tube concrete column outer wall on the upper and lower edge of a wing of described H profile steel beam;Ensure upper grid The top flange of formula internal partition and H profile steel beam the same horizontal position, lower grid type internal partition and H profile steel beam lower flange same Horizontal level, realize the reliable delivery of power.

Preferential, the grid configuration of described upper and lower grid type internal partition is various, the grid containing multiple hollow outs, can be with It is designed according to the power transmission situation of the cross-sectional sizes of rectangular steel-tube concrete column and frame joint, is poured by the grid of hollow out Core concrete is built, the compactness that core concrete pours can be significantly improved, improves pact of the rectangular steel pipe to core concrete Shu Xiaoying;Upper and lower grid type internal partition mutually fills build-in, cooperation with core concrete material, can strengthen rectangle steel The holistic resistant behavior of pipe concrete column and node.

Preferential, the thickness of described upper grid type internal partition is more than the thickness of the top flange plate of H profile steel beam, lower grid type Internal partition thickness is more than the thickness of the bottom wing listrium of H profile steel beam.

Preferential, described rectangular steel-tube concrete column includes the rectangle knot that four rectangle steel wooden partitions are welded together to form Structure, core concrete is poured in described rectangular configuration, the density that core concrete pours can be greatly improved, ensure square The cooperation of shape steel pipe and core concrete, so that it is guaranteed that the holistic resistant behavior of rectangular steel-tube concrete column.Node location Upper and lower grid type internal partition and core concrete material mutually fill build-in, cooperation, the performance phase of two kinds of combined materials Mutually supplement, give full play to, whole connecting node power transmission is clear and definite, connection is reliable.

Preferential, the outline plan size of upper and lower grid type internal partition should match with rectangular steel pipe internal diameter size, be easy to It is reliably connected with concrete filled rectangular steel tube members.

Preferably, described H profile steel beam can be according to the position of Architectural Structure Design, installed in rectangular steel-tube concrete column Outside, various informative, easy to connect and power transmission is clear and definite.

Described H profile steel beam and the preparation method of the connecting node of rectangular steel-tube concrete column are as follows:

Step 1 makes upper and lower grid type internal partition;

Step 2 welds the wherein three face steel plate walls of rectangle steel tubing string successively;

Step 3 the lower flange of two H profile steel beams horizontal position, by the three of lower grid type internal partition and rectangular steel pipe Individual steel plate wall welding;

Step 4 the top flange of two H profile steel beams horizontal position, by the three of upper grid type internal partition and rectangular steel pipe Individual steel plate wall welding;

Step 5 correspond in advance on the 4th piece of steel plate wall of rectangular steel pipe in upper grid type internal partition and lower grid type every At the rod member concentrated position of plate, segmentation opens up hole groove;

After 4th piece of steel plate wall of step 6 rectangular steel pipe confirms contraposition, it is welded with two wallboards adjacent with its respectively; At the groove of hole, carry out the construction of seam weld seam, respectively by the 4th piece of steel plate wall of upper grid type internal partition and rectangular steel pipe and under The 4th piece of steel plate wall connection of the wallboard of grid type internal partition and rectangular steel pipe, so as to be formed in rectangle steel tubing string and upper and lower grid The integral node of dividing plate;

Step 7 pours core concrete, and the grid for passing through hollow out into rectangular steel pipe by upper and lower grid type internal partition Core concrete vibration compacting is improved site operation efficiency by hole, it is easier to which making forms the reliable rectangle steel of integrated carrying Pipe concrete column combined member;

Step 8 connects H profile steel beam in rectangular steel-tube concrete column outer wall:Vertical connecting plate is located at the web position of H profile steel beam Put, weld with rectangular steel-tube concrete column outer wall and be connected by bolt with H profile steel web;The upper and lower edge of a wing of H profile steel beam It is welded to connect respectively with rectangular steel-tube concrete column outer wall.

Further, it is described in the preparation method of the connecting node of described H profile steel beam and rectangular steel-tube concrete column The preparation method of upper and lower grid type internal partition is as follows:

First method:After the design of rule mesh form, cutting processing forms on rolled plate.

Second method:After the design of rule mesh form, formed by strip steel plate or reinforcement welding.

Further, the preparation method of the connecting node of described H profile steel beam and rectangular steel-tube concrete column, described step Rapid 3,4 can exchange.

Further, the preparation method of the connecting node of described H profile steel beam and rectangular steel-tube concrete column, described step Rapid 5, which can be placed on step 1, completes.

Further, upper and lower grid type between four face steel plate walls of rectangle steel tubing string and in step 3,4 in step 2 Full penetration groove butt weld is used between internal partition and steel plate wall;Seam weld seam is carried out at described hole groove in step 6 Construction.This welding method easily implements and cost is relatively low.

The connecting node of H profile steel beam and rectangular steel-tube concrete column of the present invention, its advantage are as follows:

1. the design of the grid configuration of upper and lower grid type internal partition is simultaneously not limited to a kind of form, can be according to rectangle steel The cross-sectional sizes of pipe concrete column and the power transmission situation of frame joint are designed, various informative;Upper and lower grid type internal partition Processing and fabricating, can be produced in batches by factory, production efficiency is high, reliable in quality;

2. the welding of rectangular steel-tube concrete column and upper and lower grid type internal partition, welded using rational sequence of construction, It can weld and complete in factory, reliable construction quality;

3. the welding of rectangular steel-tube concrete column and upper and lower grid type internal partition, using full penetration groove butt weld And seam weld seam, reduce the use for the electroslag welding with consumable nozzle that construction is complicated, cost is high, further optimize welding procedure method;

4. the connecting node of the present invention, the internal partition of grid type are more beneficial for the cast of rectangular steel pipe inner concrete, significantly The compactness that core concrete pours is improved, effect of restraint of the rectangular steel pipe to core concrete is improved, enhances rectangle steel The holistic resistant behavior of pipe concrete column;

5. the connecting node of the present invention, upper and lower grid type internal partition and the core concrete material of node location are mutually filled out Fill build-in, cooperation:The pulling force effect that steel beam flange transmits mainly is undertaken by grid type internal partition, the pressure that steel beam flange transmits Power is mainly undertaken by the core concrete of steel duct;Core concrete filling is mounted in the grid hole of grid type internal partition, Both the Compressive Performance of core concrete had been improved, certain rigidity is also provided to grid type internal partition, while also ensure that section The local stability of point region rectangle steel pipe wallboard, the performance of two kinds of combined materials are complementary to one another, given full play to, whole connection section Point power transmission is clearly, connection is reliable, overall performance is good;

6. the connecting node of the present invention, grid type internal partition are more beneficial for the casting and constructing of rectangular steel pipe inner concrete, shaken Smash conveniently, save manpower, improve site operation efficiency;And the more existing internal partition of steel using amount of grid type internal partition has dropped It is low, further optimize the comprehensive cost of engineering.

Brief description of the drawings

In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are the present invention Some embodiments, for those of ordinary skill in the art, on the premise of not paying creative work, can also basis These accompanying drawings obtain other accompanying drawings.

Fig. 1 is the cutting grid type internal partition floor map of the present invention;

Fig. 2 is the welded mesh form internal partition floor map of the present invention;

Fig. 3 is grid type internal partition schematic perspective view;

Fig. 4 is floor map of the H profile steel beam with rectangular steel-tube concrete column connecting node of the present invention;

Fig. 5 is Fig. 4 A-A diagrammatic cross-sections;

Fig. 6 is the connection preparation method schematic diagram of grid type internal partition and rectangular steel pipe;

Fig. 7 is the H profile steel beam and rectangular steel-tube concrete column node schematic perspective view of grid type internal partition;

In figure:1. being rectangular steel pipe, 1a, 1b, 1c, 1d are four sides steel panel, and 2. be H profile steel beam, and 3. be in upper grid type Dividing plate, 4. be lower grid type internal partition, and 5. be grid hole, and 6. be core concrete, and 7. web connecting plates, 8. be high-strength bolt, 9. being the hole groove opened up in advance on rectangular steel pipe wallboard, 10. be that seam weld is stitched, and 11. be the housing of grid type internal partition, and 12. are Longitudinal main rib of grid type internal partition, 13. be the laterally time rib of grid type internal partition, and 14. be the hound of grid type internal partition, 21 full penetration groove butt welds, 22 full penetration groove butt welds, 23 full penetration groove butt welds, 24 full penetration grooves pair Welding seam, 25 full penetration groove butt welds,

Embodiment

Accompanying drawing in conjunction with the embodiments, the present invention is described in detail:

As shown in Fig. 1~Fig. 7, a kind of connecting node of H profile steel beam and rectangular steel-tube concrete column, by rectangular steel pipe coagulation Earth pillar, H profile steel beam and connection force transferring part composition.

The rectangular steel-tube concrete column is that core concrete 6 is poured in rectangular steel pipe 1, wherein rectangular steel pipe 1 by 1a, Tetra- pieces of wallboards of 1b, 1c and 1d are formed by connecting by certain welding sequence.

Upper and lower distribution upper and lower grid type internal partition is welded with the inwall of described rectangular steel-tube concrete column, upper, Lower grid type internal partition is parallel to each other;H profile steel beam 2 is connected at rectangular steel-tube concrete column outer wall:Vertical connecting plate 7 is located at H In the web position of section steel beam 2, weld with rectangular steel-tube concrete column outer wall and be connected by bolt with the web of H profile steel beam 2; The upper and lower edge of a wing of H profile steel beam 2 is welded to connect with rectangular steel-tube concrete column outer wall respectively;Upper grid type internal partition 3 and H profile steel The top flange of beam 2 is in the lower flange of the same horizontal position, lower grid type internal partition 4 and H profile steel beam 2 in the same horizontal position.

The connection force transferring part includes upper grid type internal partition 3, lower grid type internal partition 4 and web connecting plate 7.Upper, The grid configuration of lower grid type internal partition is various, can be according to the cross-sectional sizes of rectangular steel-tube concrete column and frame joint Power transmission situation is designed, and is made by factory process.

As shown in figure 1, upper grid type internal partition 3, the preparation method one of lower grid type internal partition 4:Designed through regular grid Afterwards, cutting processing forms on rolled plate, is produced in batches by factory.

As shown in Fig. 2 upper grid type internal partition 3, the preparation method two of lower grid type internal partition 4:Designed through regular grid Afterwards, formed by strip steel plate or reinforcement welding, by housing 11, laterally longitudinal main rib 12, time rib 13 and common group of hound 14 Into, using the butt weld of full penetration groove weld, produced in batches by factory.

As shown in Fig. 3~Fig. 7, the outline plan size of grid type internal partition should match with the internal diameter size of rectangular steel pipe 1. Preferably, the thickness of upper grid type internal partition 3 is more than the thickness of the top flange plate of H profile steel beam 2, the lower thickness of grid type internal partition 4 More than the thickness of the bottom wing listrium of H profile steel beam 2.

As shown in Figure 4 to 7, the upper grid type internal partition 3 after shaping is made, lower grid type internal partition 4 is respectively welded at The inwall of rectangular steel pipe 1, and upper grid type internal partition 3 is located at the top flange horizontal position of H profile steel beam 2, lower grid type internal partition 4 Positioned at the lower flange horizontal position of H profile steel beam 2.

As shown in Figure 4 to 7, wallboard 1a, 1b, 1c and the 1d of rectangular steel pipe 1 are formed, with upper grid type internal partition 3, off line The reasonable welding sequence of form internal partition 4 is:

1. the wallboard 1a and 1b of rectangular steel pipe 1, and wallboard 1b and plate 1c, are respectively adopted full penetration groove butt weld 21 and weld Connect;

2. the horizontal position in the lower flange of H profile steel beam 2, using full penetration groove butt weld 22 by lower grid type Wallboard 1a, 1b and 1c of dividing plate 4 and rectangular steel pipe 1 are welded;

3. the horizontal position in the top flange of H profile steel beam 2, using full penetration groove butt weld 23 by upper grid type Wallboard 1a, 1b and 1c of dividing plate 3 and rectangular steel pipe 1 are welded;

4. as shown in fig. 6, in advance the wallboard 1d in rectangular steel pipe 1, corresponding in upper grid type internal partition 3 and lower grid type At the rod member concentrated position of dividing plate 4, segmentation opens up hole groove 9;

5. as shown in fig. 6, after the wallboard 1d of rectangular steel pipe 1 confirms contraposition, full penetration slope is used with wallboard 1a and 1c respectively Mouth butt weld 21 is welded;

6. as shown in fig. 7, at hole groove 9, the construction of seam weld seam 10 is carried out, respectively by upper grid type internal partition 3 and rectangle The wallboard 1d of steel pipe 1 and lower grid type internal partition 4 are connected with the wallboard 1d of rectangular steel pipe 1, so as to formed rectangle steel tubing string with The integral node of upper and lower grid internal partition.

As shown in Fig. 4~Fig. 5, the web connecting plate 7, rectangular steel pipe is welded on using full penetration groove butt weld 24 1 outer wall, and on the web link position in H profile steel beam 2, the web of H profile steel beam 2 is made with being vertically connected by high-strength bolt 8 Plate 7 links together;The upper and lower edge of a wing of H profile steel beam 2 is welded in the outer of rectangular steel pipe 1 using full penetration groove butt weld 25 Wall.

As shown in Figure 4 to 7, when pouring core concrete 6 in rectangular steel pipe 1, by upper grid type internal partition 3 and off line Grid hole 5 in form internal partition 4, core concrete 6 pour uniformly, be bonded tightly with rectangular steel pipe wallboard in rectangular steel pipe 1 Close, the compactness of core concrete 6 significantly improves, and substantially improves constraint of the rectangular steel pipe 1 to core concrete 6, enhances The holistic resistant behavior of rectangular steel-tube concrete column.

As shown in Fig. 4, Fig. 5 and Fig. 7, after the completion of rectangular steel-tube concrete column pours, at node on grid type internal partition 3, Between lower grid type internal partition 4 and grid hole 5 inside, pour and be filled with core concrete 6.The upper and lower wing of H profile steel beam 2 The pulling force effect that edge transmits mainly is undertaken by upper and lower grid type internal partition 3,4, and the pressure that H profile steel flange of beam transmits is mainly by core Heart concrete 6 undertakes.This type of attachment had both improved the Compressive Performance of core concrete 6, and core concrete 6 is also to upper and lower Grid type internal partition 3,4 provides certain rigidity, while also ensure that the local stability of the wallboard of node region rectangular steel pipe 1 Property, the performance of two kinds of combined materials is complementary to one another, gives full play to, and whole connecting node power transmission is clearly, connection is reliable, overall performance Well.

It should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention, Some improvement can also be made, these improvement also should be regarded as protection scope of the present invention.Each composition being not known in the present embodiment The available prior art in part is realized.

Claims (6)

1. a kind of preparation method of the connecting node of H profile steel beam and rectangular steel-tube concrete column, the connecting node include rectangle Steel core concrete column, H profile steel beam and connection force transferring part, it is characterised in that the connection force transferring part is included in upper grid type Dividing plate, lower grid type internal partition and web connecting plate;Upper and lower distribution is welded with the inwall of described rectangular steel-tube concrete column Upper and lower grid type internal partition, described upper and lower grid type internal partition is parallel to each other;In described rectangular steel-tube concrete column Outer wall is connected with H profile steel beam:Described web connecting plate is located in the web position of H profile steel beam, with rectangular steel-tube concrete column Outer wall is welded and is connected by bolt with H profile steel web;Mixed respectively with rectangular steel pipe on the upper and lower edge of a wing of described H profile steel beam Solidifying earth pillar outer wall welding;The top flange of upper grid type internal partition and H profile steel beam the same horizontal position, lower grid type internal partition with The lower flange of H profile steel beam is in the same horizontal position;The preparation method comprises the following steps:
Step 1, make upper and lower grid type internal partition;
Step 2, the wherein three face steel plate walls for welding rectangular steel pipe successively;
Step 3, the horizontal position in the lower flange of two H profile steel beams, by three of lower grid type internal partition and rectangular steel pipe Steel plate wall welds;
Step 4, the horizontal position in the top flange of two H profile steel beams, by three of upper grid type internal partition and rectangular steel pipe Steel plate wall welds;
Step 5, the upper and lower grid type internal partition are formed by strip steel plate or reinforcement welding, in advance the of rectangular steel pipe Correspond on four pieces of steel plate walls at the strip steel plate or reinforcing bar concentrated position of upper grid type internal partition and lower grid type internal partition, Segmentation opens up hole groove;
After step 6, the 4th piece of steel plate wall of rectangular steel pipe confirm contraposition, it is welded with two wooden partitions adjacent with its respectively; At the groove of hole, the construction of seam weld seam is carried out, respectively by the 4th piece of steel plate wall of upper grid type internal partition and rectangular steel pipe and off line The connection of the 4th piece of steel plate wall of the wallboard of form internal partition and rectangular steel pipe, so as to formed rectangular steel pipe with upper and lower grid type every The integral node of plate;
Step 7, pour core concrete into rectangular steel pipe by upper and lower grid type internal partition, and by the grid hole of hollow out, By core concrete vibration compacting, the reliable rectangular steel-tube concrete column combined member of integrated carrying is formed;
Step 8, rectangular steel-tube concrete column outer wall connect H profile steel beam:Web connecting plate is located at the web position of H profile steel beam On, weld with rectangular steel-tube concrete column outer wall and be connected by bolt with H profile steel web;The upper and lower edge of a wing of H profile steel beam point It is not welded to connect with rectangular steel-tube concrete column outer wall.
2. the preparation method of the connecting node of H profile steel beam as claimed in claim 1 and rectangular steel-tube concrete column, its feature exist In the grid configuration of the upper and lower grid type internal partition in the connection force transferring part is various, according to rectangular steel-tube concrete column Cross-sectional sizes and the power transmission situation of frame joint determine.
3. the preparation method of the connecting node of H profile steel beam as claimed in claim 1 and rectangular steel-tube concrete column, its feature exist In the thickness of described upper grid type internal partition is more than or equal to the thickness of the top flange plate of H profile steel beam;Lower grid type internal partition is thick Thickness of the degree more than or equal to the bottom wing listrium of H profile steel beam.
4. the preparation method of the connecting node of H profile steel beam as claimed in claim 1 and rectangular steel-tube concrete column, its feature exist In the outline plan size of described upper and lower grid type internal partition should match with rectangular steel pipe internal diameter size.
5. the preparation method of the connecting node of H profile steel beam as claimed in claim 1 and rectangular steel-tube concrete column, its feature exist Position in, described H profile steel beam according to Architectural Structure Design, installed in the outside of rectangular steel-tube concrete column.
6. the preparation method of the connecting node of H profile steel beam as claimed in claim 1 and rectangular steel-tube concrete column, its feature exist In being adopted between four face steel plate walls of rectangle steel tubing string and between upper and lower grid type internal partition and steel plate wall in step 2 With full penetration groove butt weld;The construction of seam weld seam is carried out at described hole groove.
CN201611245962.9A 2016-12-29 2016-12-29 A kind of connecting node and preparation method of H profile steel beam and rectangular steel-tube concrete column CN106759858B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611245962.9A CN106759858B (en) 2016-12-29 2016-12-29 A kind of connecting node and preparation method of H profile steel beam and rectangular steel-tube concrete column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611245962.9A CN106759858B (en) 2016-12-29 2016-12-29 A kind of connecting node and preparation method of H profile steel beam and rectangular steel-tube concrete column

Publications (2)

Publication Number Publication Date
CN106759858A CN106759858A (en) 2017-05-31
CN106759858B true CN106759858B (en) 2017-11-10

Family

ID=58928889

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611245962.9A CN106759858B (en) 2016-12-29 2016-12-29 A kind of connecting node and preparation method of H profile steel beam and rectangular steel-tube concrete column

Country Status (1)

Country Link
CN (1) CN106759858B (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1936207A (en) * 2006-10-30 2007-03-28 北京三杰国际钢结构有限公司 Box-type section beam-column node structure and welding method
JP2007218041A (en) * 2006-02-20 2007-08-30 Seiji Hosokawa Joint securing structure of wooden building, fitting for joint securing structure, column base structure, fitting for column base structure, column-beam joint structure, and fitting for column-beam joint structure
CN101892710A (en) * 2010-07-14 2010-11-24 清华大学 Structure node for steel girder and reinforced column and construction method thereof
CN203145194U (en) * 2013-03-12 2013-08-21 山东科技大学 Internal diaphragm joint of variable flange steel I-beam and square concrete filled steel tubular column
CN203514531U (en) * 2013-09-10 2014-04-02 同济大学 Square steel tube concrete column and steel beam node connecting structure with internal diaphragms

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007218041A (en) * 2006-02-20 2007-08-30 Seiji Hosokawa Joint securing structure of wooden building, fitting for joint securing structure, column base structure, fitting for column base structure, column-beam joint structure, and fitting for column-beam joint structure
CN1936207A (en) * 2006-10-30 2007-03-28 北京三杰国际钢结构有限公司 Box-type section beam-column node structure and welding method
CN101892710A (en) * 2010-07-14 2010-11-24 清华大学 Structure node for steel girder and reinforced column and construction method thereof
CN203145194U (en) * 2013-03-12 2013-08-21 山东科技大学 Internal diaphragm joint of variable flange steel I-beam and square concrete filled steel tubular column
CN203514531U (en) * 2013-09-10 2014-04-02 同济大学 Square steel tube concrete column and steel beam node connecting structure with internal diaphragms

Also Published As

Publication number Publication date
CN106759858A (en) 2017-05-31

Similar Documents

Publication Publication Date Title
CN104631659B (en) Prefabricated assembled band steel plate concealed bracings overlaid plate type concrete coupled shear wall
CN104532997B (en) A kind of precast assemble floor system and its construction method
CN203514592U (en) Cast-in-place hollow floor achieving pore forming through a combined mesh box-shaped component
CN102102396B (en) Node connection method for circular steel tube concrete column and reinforced concrete shear wall
CN106869315B (en) Concrete-filled steel tubular frame and its construction method with presstressed reinforcing steel
CN106049691B (en) A kind of fully-prefabricated assembled steel tube confinement frame joint
CN105569191A (en) Steel-encased concrete composite beam-steel pipe column connection joint
CN204418391U (en) A kind of concrete composite beam and concrete filled steel tube column jointing gusset
CN203373888U (en) Cast-in-place hollow floor with meshed box type component used for pore forming
CN105926804A (en) Reinforcement method of 3D printed reinforced masonry shear wall
CN105735469B (en) A kind of part adhesive precast prestressed concrete frame structure
CN206408836U (en) Weld stirrup steel rib beam column
CN103981944B (en) A kind of high-rise building using cast-in-situ hollow building roof
CN202831233U (en) Connected node of protracting inner diaphragm steel girder and concrete-filled steel-tubular columns inscribed a pipe coat
CN106869321A (en) The prefabricated regeneration concrete bean column node and its construction method of a kind of reinforcement
CN202139694U (en) Connecting node of compound concrete-filled tubular column and steel beam
CN205894313U (en) Prefabricated assembled steel pipe retrains frame node entirely
CN104806011B (en) Raft board post poured band formwork for placing
CN105019559A (en) Frame joint of rectangular concrete-filled steel tube column employing knee-bracing stiffened steel plates
CN101457548A (en) Node for connecting round steel tube concrete column with reinforced concrete floor and method for making same
CN202644376U (en) Dumbbell type steel tube concrete structure of non-filling abdominal cavity stiffening batten plate
CN101775844A (en) Connecting joint of ring beam of steel core concrete column used for topdown construction method foundation pit engineering
CN104153463B (en) Assembled integrated frame system and construction method thereof
CN106567458B (en) Assembled steel-is mixed to combine Beam-post Frame Structure system
CN105569224A (en) Concrete-filled steel tube edge restraint overlapping integrated shear wall and preparing and installation methods thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant