CN207228318U - A kind of low layer assembling frame bean column node - Google Patents
A kind of low layer assembling frame bean column node Download PDFInfo
- Publication number
- CN207228318U CN207228318U CN201720337935.8U CN201720337935U CN207228318U CN 207228318 U CN207228318 U CN 207228318U CN 201720337935 U CN201720337935 U CN 201720337935U CN 207228318 U CN207228318 U CN 207228318U
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- China
- Prior art keywords
- bracket
- sleeve
- vierendeel girder
- frame
- low layer
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- 235000010627 Phaseolus vulgaris Nutrition 0.000 title claims abstract description 17
- 244000046052 Phaseolus vulgaris Species 0.000 title claims abstract description 17
- 239000002184 metal Substances 0.000 claims description 20
- 238000003780 insertion Methods 0.000 claims description 19
- 230000037431 insertion Effects 0.000 claims description 19
- 210000003205 muscle Anatomy 0.000 claims description 10
- 239000002002 slurry Substances 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 19
- 238000000034 method Methods 0.000 abstract description 15
- 238000009434 installation Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 238000004891 communication Methods 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 230000001066 destructive effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 208000037805 labour Diseases 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Abstract
The utility model belongs to building engineering field, specifically disclose a kind of low layer assembling frame bean column node, including frame column and an at least Vierendeel girder, the first sleeve connected by screw rod and second sleeve are embedded with frame column, first sleeve and second sleeve offer internal thread, frame column includes opposite the first side wall and second sidewall, first sleeve and second sleeve are connected with outside the first side wall of frame column and outside second sidewall respectively, at least bracket is equipped with the first side wall of frame column, bracket is equipped with gathering hole and connecting hole, first sleeve is bolted with the bracket, bolt is stretched into first sleeve through the connecting hole, one end of Vierendeel girder is overlapped on the bracket.Bracket is directly connected by the utility model by connector with frame column, is then overlapped on Vierendeel girder on the bracket and is formed effective dry type connection, without cast-in-place concrete in assembling process, cost savings, simple installation, speed of application is fast, short construction period.
Description
Technical field
The utility model belongs to building engineering field, more particularly to a kind of low layer assembling frame bean column node.
Background technology
Assembling frame structure can greatly improve construction ability and construction speed, be ensured while saving a large amount of labours
Build guality.Connection mode is the key problem of the structure in assembling frame structural system, while is also the weakness of the structure
Link, as long as there is reliable connection in the junction of prefabricated components, just can guarantee that the safe and reliable of structure.Conventional beam column at present
It is connected with two kinds, it is a kind of by the way of composite beam, although such a mode can ensure that the globality of node and connection can well
By property, but there is substantial amounts of cast-in-place work, node is mostly situ wet operation, and cloth muscle is complicated, not easy to operate, construction period
Slowly.Another kind is to penetrate reserving hole channel in whole Vierendeel girder using prestress wire, but presstressed reinforcing steel perforation heavy workload,
Longer duct grouting construction inconvenience, and be not easy to install, flexibility and speed of application must be built by reducing assembling frame structure.
For the bean column node of assembling frame structure, especially low layer assembling frame structure (such as villa), in order to the greatest extent
Amount simplifies connecting structure and construction technology, improves the construction efficiency of bean column node connection, and there is an urgent need for develop new frame beam column connection
Node, in it can simplify site operation on the premise of meeting strength performance, facilitates execute-in-place, simplifies construction technology, reduce
Assembling duration.
Utility model content
The purpose of this utility model is to provide simple structure, and easy construction, can effectively improve the low layer assembling of efficiency of assembling
Formula concrete frame joint.
Above-mentioned purpose is to be achieved through the following technical solutions：A kind of low layer assembling frame bean column node, including frame column
An at least Vierendeel girder, it is characterised in that the first sleeve connected by screw rod and second set are embedded with the frame column
Cylinder, first sleeve and second sleeve offer internal thread, and the frame column includes opposite the first side wall and the second side
Wall, first sleeve and second sleeve are connected with outside the first side wall of frame column and outside second sidewall respectively, at least described
The first side wall of frame column is equipped with bracket, and the bracket is equipped with gathering hole and connecting hole, and first sleeve leads to the bracket
Cross and be bolted, the bolt is stretched into first sleeve through the connecting hole, and one end of the Vierendeel girder is overlapped on institute
State on bracket.Built-in fitting, can be by adjusting screw rod in the first sleeve by the way of screw rod connects the first sleeve and second sleeve
With the length of the depth adjustment built-in fitting in second sleeve, the production of various sizes of frame column is adapted to, increases its use scope,
The both sides of frame column can use sleeve connection bracket at the same time.Bracket is directly passed through bolt and frame column phase by the utility model
Even, then Vierendeel girder is overlapped on the bracket and forms effective dry type connection, meet the construction quality and technology of building
Performance, wet-less operation, in assembling process, the side wall in frame column is bolted by bracket, after frame column has been stood, only
After Vierendeel girder need to being hoisted to corresponding position in the hoisting process of Vierendeel girder, make its lapping ends on bracket, above-mentioned knot
Without cast-in-place concrete in assembling process in structure, cost savings, simple installation, speed of application is fast, short construction period.Need
It is bright, " strong node " is emphasized in building structure, it will be appreciated by those skilled in the art that " one end of Vierendeel girder described herein
It is overlapped on bracket " it should be understood that for " connecing " should be further included except " taking " with bracket according to construction needs, Vierendeel girder, i.e., herein
" overlap joint " should be understood to that Vierendeel girder is ridden on bracket, while the two should form certain connection relation.Pass through operation
Frame column connect integral by mouth using bolt with bracket, and the overall common stress of the two formation, then distinguishes two frame girders
It is overlapped on two above-mentioned bracket tops.
Further, the first side wall of the frame column is equipped with the bracket that is bolted with first sleeve, one
The lapping ends of Vierendeel girder are on the bracket top.The one side or the multi-lateral of the frame column can set bracket, then pass through ox
Leg is connected with more Vierendeel girders, such as frame column only side connection framework beam, when the opposite two sides connection framework beam of frame column,
The opposite both sides of frame column can connect two brackets respectively after passing through the sleeve using bolt and realize that structure is more to drawing
It is firm, stress is more reasonable.
Further, the end of first sleeve and/or second sleeve is fixedly connected with anchor end plate, the anchor end plate
It is anchored at the first side wall and/or second sidewall of frame column.The setting of end plate, especially sets the second of frame column by end plate
Side-walls, anchor force is stronger, and frame column bears the load from bracket and is more uniformly distributed rationally.It should be appreciated that the end plate and institute
Through hole should be offered by stating the junction of sleeve.It is preferably to hold that signified end plate, which is anchored at the second sidewall of the frame column, herein
The outer plate surface of plate is concordant with the side wall of second sidewall, certainly, according to operation needs, is not influencing its anchoring or stress performance
Under the premise of, the outer plate surface of end plate also can be to extending a bit in or beyond the side wall of second sidewall.
Further, slurry is filled with the gathering hole.So set, on the one hand it can solve caused by reservation operations mouth
Unsightly problem, on the other hand, after the slurry in gathering hole solidifies, can play the role of fixing bolt, avoid using year
Limit long or external force under the influence of bolt looseness.Filling paste has no effect on construction speed at this time, is carried out again without waiting for slurry hardening
The installation of next prefabricated component node.
Further, the bracket is metal bracket, at least one side opening of the metal bracket.The one side of metal bracket is opened
Mouth is simultaneously in communication with the outside, the gathering hole formed, at this time without in addition reserving or opening up gathering hole.It is preferred that the metal bracket is
The can of at least one side opening, the can is interior to be equipped with reinforcing rib, or the side wall of the can is equipped with ribs.So
Set, increase the rigidity and stretching resistance of metal bracket side wall, improve the ability of the bearing load of metal bracket.It is preferred that described add
The both ends of strengthening tendons connect the two side walls of the can respectively.
Further, the stitching section of the Vierendeel girder and bracket is equipped with reinforcing plate.In this way, the firm of end of frame girder can be increased
Degree.
It is preferred that the bolt is high-strength split bolt.So set, provided for the reliability that frame column is connected with Vierendeel girder
Ensure, avoid causing the utility model structural damage in the case of running into earthquake or other strong destructive power.
Further, one end that the Vierendeel girder is overlapped on the metal bracket is equipped with insertion hole, the metal bracket top
Portion is equipped with insertion muscle, inserts in the hole described in the insertion muscle insertion.In this way, in assembling process, it is only necessary in the lifting of Vierendeel girder
During the lapping ends of Vierendeel girder are caused while on the bracket being arranged on frame column insert be inserted into the frame
Inserting in the hole in beam, said structure are conducive to the conduction of power between frame column and Vierendeel girder, while greatly improve scene
The efficiency of installation, improves construction speed.The mode in the insertion hole in insert insertion Vierendeel girder on bracket can not only be realized
Frame column and Vierendeel girder are reliably connected, at the same can operative constraint Vierendeel girder end, it is ensured that beam-ends destroys under geological process
It is smaller not destroy even.
Further, described insert in the hole is perfused with grouting material.In this way, insertion muscle can be connected with Vierendeel girder by grouting material
It is integral, and then increase the globality of bracket and Vierendeel girder, connection is more reliable, and the grouting material is preferably mortar.
Further, the Vierendeel girder is equipped with notch close to the bottom of one end of frame column, and the bracket is located at the notch
It is interior.It is arranged such, it is ensured that make the not exposed bottom to Vierendeel girder of bracket, i.e., bracket at this time is hidden in the interior formation of Vierendeel girder secretly
Bracket, is so conducive to later stage decoration, does not affect the appearance.
Further, the stitching portion of the bracket and Vierendeel girder, which is equipped with, sits pulp layer or cushion.It is so set, on the one hand favourable
In the leveling of Vierendeel girder, certain cushioning effect on the other hand is played in Vierendeel girder dropping place, avoids Vierendeel girder dropping place process pair
Component causes to damage, while in the case where setting seat pulp layer, can increase the caking property of bracket and Vierendeel girder Mosaic face, improve two
The globality of person.
Further, the bracket top is equipped with bearing plate.So set, the firm of bracket and Vierendeel girder stitching section can be increased
Degree, on the one hand improves the load performance of bracket, on the other hand can further avoid damaging bracket during Vierendeel girder dropping place.Institute
State bearing plate can in assembling process postposition, also can be pre-buried in the prefabrication process of prefabricated component and bracket.
Brief description of the drawings
The attached drawing for forming the part of the utility model is used to provide a further understanding of the present invention, this practicality is new
The schematic description and description of type is used to explain the utility model, does not form the improper restriction to the utility model.
Fig. 1 and Fig. 2 is respectively the structural representation of the assembled beam-column node involved by a kind of embodiment of the utility model
Figure.
In figure：
1 frame column, 2 Vierendeel girder, 3 bracket 4 is inserted into hole
56 grouting material of insertion muscle, 7 notch 8 sits pulp layer
9 first sleeve, 10 second sleeve, 11 gathering hole, 12 end plate
13 screw rod, 14 the first side wall, 15 second sidewall, 16 bolt
Embodiment
The utility model is described in detail below in conjunction with the accompanying drawings, the description of this part be only it is exemplary and explanatory,
There should not be any restriction effect to the scope of protection of the utility model.In addition, those skilled in the art's retouching according to this document
State, respective combination can be carried out to the feature in embodiment in this document and in different embodiments.
The utility model embodiment is as follows, referring to Figures 1 and 2, a kind of 2 Column border node of low layer assembling frame beam, including frame
Trestle 1 and at least a Vierendeel girder 2, it is characterised in that the first sleeve connected by screw rod 13 is embedded with the frame column 1
9 and second sleeve 10, first sleeve 9 and second sleeve 10 offer internal thread, and the frame column 1 includes opposite the
One side wall 14 and second sidewall 15, first sleeve 9 and second sleeve 10 are outer and the with the first side wall 14 of frame column 1 respectively
Connected outside two side walls 15, be at least equipped with bracket 3 in the first side wall 14 of the frame column 1, the bracket 3 is equipped with 11 He of gathering hole
Connecting hole, first sleeve 9 are connected with the bracket 3 by bolt 16, and the bolt 16 stretches into institute through the connecting hole
State in the first sleeve 9, one end of the Vierendeel girder 2 is overlapped on the bracket 3.Built-in fitting connects the first sleeve using screw rod 13
9 and the mode of second sleeve 10, depth adjustment built-in fitting that can be by adjusting screw rod 13 in the first sleeve 9 and second sleeve 10
Length, adapt to the production of various sizes of frame column 1, increase its use scope, while the both sides of frame column 1 can use set
Cylinder connection bracket 3.Bracket 3 is directly connected by the utility model by bolt 16 with frame column 1, is then overlapped on Vierendeel girder 2
Effective dry type connection is formed on the bracket 3, meets the construction quality and technical performance of building, wet-less operation, is being assembled
During, bracket 3 is connected to the side wall of frame column 1 by bolt 16, after frame column 1 is vertical good, it is only necessary in hanging for Vierendeel girder 2
After Vierendeel girder 2 is hoisted to corresponding position during dress, its lapping ends is set to be assembled on bracket 3 in said structure
Without cast-in-place concrete in journey, cost savings, simple installation, speed of application is fast, short construction period.It should be noted that building
" strong node " is emphasized in structure, " one end of Vierendeel girder 2 is overlapped on bracket 3 it will be appreciated by those skilled in the art that described herein
On " it should be understood that for that should be further included " connecing " except " taking " with bracket 3 according to construction needs, Vierendeel girder 2, i.e., " overlap joint " herein
It should be understood to that Vierendeel girder 2 is ridden on bracket 3, while the two should form certain connection relation.Made by gathering hole 11
Frame column 1 and bracket 3 connected with bolt 16 integral, the two forms overall common stress, then distinguishes two frame girders 2
It is overlapped on two above-mentioned 3 tops of bracket.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the first side wall of the frame column 1
14 are equipped with the bracket 3 being connected with first sleeve 9 by bolt 16, and the lapping ends of a Vierendeel girder 2 are on the bracket 3
Portion.The one side or the multi-lateral of the frame column 1 can set bracket 3, be then connected by bracket 3 with more Vierendeel girders 2, such as frame
The only side connection framework beam 2 of column 1, when the opposite two sides connection framework beam 2 of frame column 1, such as Fig. 2, frame column 1 it is opposite
Both sides can connect two brackets 3 respectively after passing through the sleeve using bolt 16 and realize that structure is more firm, stress to drawing
It is more reasonable.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, first sleeve 9 and/or
The end of two sleeves 10 is fixedly connected with anchor end plate 12, the anchor end plate 12 be anchored at frame column 1 the first side wall 14 and/
Or at second sidewall 15.The setting of end plate 12, is especially set end plate 12 at the second sidewall 15 of frame column 1, and anchor force is more
By force, frame column 1 bears the load from bracket 3 and is more uniformly distributed rationally.It should be appreciated that the connection of the end plate 12 and the sleeve
Place should offer through hole.It is preferably end plate 12 that signified end plate 12, which is anchored at the second sidewall 15 of the frame column 1, herein
Outer plate surface is concordant with the side wall of second sidewall 15, certainly, according to operation needs, before its anchoring or stress performance is not influenced
Put, the outer plate surface of end plate 12 also can be to extending a bit in or beyond the side wall of second sidewall 15.
On the basis of above-described embodiment, in another embodiment of the utility model, slurry is filled with the gathering hole 11.Such as
This is set, and on the one hand can solve the problems, such as caused by reservation operations mouth 11 unsightly, on the other hand, the slurry in gathering hole 11
After solidification, fixing bolt 16 can be played the role of, avoiding service life, bolt 16 loosens long or under the influence of external force.Fill at this time
Slurry has no effect on construction speed, carries out the installation of next prefabricated component node again without waiting for slurry hardening.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the bracket 3 is metal bracket 3,
At least one side opening of the metal bracket 3.The one side opening of metal bracket 3 is simultaneously in communication with the outside, the gathering hole 11 formed,
At this time without in addition reserving or opening up gathering hole 11.It is preferred that the metal bracket 3 is the can of at least one side opening, it is described
Reinforcing rib is equipped with can, or the side wall of the can is equipped with ribs.So set, 3 side wall of increase metal bracket
Rigidity and stretching resistance, improve the ability of the bearing load of metal bracket 3.It is preferred that the both ends of the reinforcing rib connect respectively it is described
The two side walls of can.
On the basis of above-described embodiment, in another embodiment of the utility model, the stitching section of the Vierendeel girder 2 and bracket 3
Equipped with reinforcing plate.In this way, the rigidity of 2 end of Vierendeel girder can be increased.
It is preferred that the bolt 16 is high-strength split bolt 16.So set, it is connected for frame column 1 with Vierendeel girder 2 reliable
Property provides safeguard, and avoids causing the utility model structural damage in the case of running into earthquake or other strong destructive power.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the Vierendeel girder 2 is overlapped on described
One end on metal bracket 3 is equipped with insertion hole 4, and the top of metal bracket 3 is equipped with insertion muscle 5, and the insertion muscle 5 is inserted into described
It is inserted into hole 4.In this way, in assembling process, it is only necessary to setting the lapping ends of Vierendeel girder 2 in the hoisting process of Vierendeel girder 2
Put and cause insert to be inserted into the insertion hole 4 in the Vierendeel girder 2 while on the bracket 3 on frame column 1, above-mentioned knot
Structure is conducive to the conduction of power between frame column 1 and Vierendeel girder 2, while greatly improves field erected efficiency, improves construction speed
Degree.What the mode in the insertion hole 4 in insert insertion Vierendeel girder 2 on bracket 3 can not only realize frame column 1 and Vierendeel girder 2 can
By connection, at the same can operative constraint Vierendeel girder 2 end, it is ensured that beam-ends destroys under geological process smaller not to be destroyed even.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, described be inserted into hole 4 is perfused with
Slurry 6.In this way, can be connected with Vierendeel girder 2 integral by insertion muscle 5 by grouting material 6, and then increase bracket 3 and Vierendeel girder 2
Globality, connection is more reliable, and the grouting material 6 is preferably mortar.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the Vierendeel girder 2 is close to frame column
The bottom of 1 one end is equipped with notch 7, and the bracket 3 is located in the notch 7.It is arranged such, it is ensured that make bracket 3 not exposed
To the bottom of Vierendeel girder 2, i.e., bracket 3 at this time is hidden in formation hidden bracket 3 in Vierendeel girder 2, is so conducive to later stage decoration, no
Influence beautiful.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the bracket 3 and Vierendeel girder 2
Stitching portion, which is equipped with, sits pulp layer 8 or cushion.So set, be on the one hand conducive to the leveling of Vierendeel girder 2, on the other hand in Vierendeel girder
Certain cushioning effect is played during 2 dropping place, avoids 2 dropping place process of Vierendeel girder from causing to damage to component, while pulp layer 8 is sat setting
In the case of, the caking property of bracket 3 and 2 Mosaic face of Vierendeel girder can be increased, improve the globality of the two.
On the basis of above-described embodiment, in another embodiment of the utility model, 3 top of bracket is equipped with bearing plate.Such as
This is set, and can increase the rigidity of bracket 3 and 2 stitching section of Vierendeel girder, on the one hand improve the load performance of bracket 3, on the other hand may be used
Further avoid damaging bracket 3 during 2 dropping place of Vierendeel girder.The bearing plate can in assembling process postposition, also can be
It is pre-buried in the prefabrication process of prefabricated component and bracket 3.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (10)
1. a kind of low layer assembling frame bean column node, including frame column and an at least Vierendeel girder, it is characterised in that the frame
The first sleeve connected by screw rod and second sleeve are embedded with trestle, first sleeve and second sleeve offer interior
Screw thread, the frame column include opposite the first side wall and second sidewall, first sleeve and second sleeve respectively with frame
The first side wall of column is outer to be connected outside with second sidewall, is at least equipped with bracket in the first side wall of the frame column, the bracket is set
There are gathering hole and connecting hole, first sleeve is bolted with the bracket, and the bolt is stretched through the connecting hole
Enter in first sleeve, one end of the Vierendeel girder is overlapped on the bracket.
2. low layer assembling frame bean column node according to claim 1, it is characterised in that the first side of the frame column
Wall is equipped with the bracket being bolted with first sleeve, and the lapping ends of a Vierendeel girder are on the bracket top.
3. low layer assembling frame bean column node according to claim 1 or 2, it is characterised in that first sleeve and/
Or the end of second sleeve is fixedly connected with anchor end plate, the anchor end plate is anchored at the first side wall and/or of frame column
Two side-walls.
4. low layer assembling frame bean column node according to claim 3, it is characterised in that be filled with the gathering hole
Slurry.
5. low layer assembling frame bean column node according to claim 3, it is characterised in that the bracket is metal ox
Leg, at least one side opening of the metal bracket.
6. low layer assembling frame bean column node according to claim 5, it is characterised in that the Vierendeel girder and bracket
Stitching section is equipped with reinforcing plate.
7. low layer assembling frame bean column node according to claim 5, it is characterised in that the Vierendeel girder is overlapped on institute
State one end on metal bracket and be equipped with insertion hole, insertion muscle is equipped with the top of the metal bracket, the insertion muscle insertion is described to insert
Enter in hole.
8. low layer assembling frame bean column node according to claim 7, it is characterised in that described insert in the hole is perfused with
Grouting material.
9. low layer assembling frame bean column node according to claim 8, it is characterised in that the Vierendeel girder is close to frame
The bottom of one end of column is equipped with notch, and the bracket is located in the notch.
10. low layer assembling frame bean column node according to claim 9, it is characterised in that the bracket and Vierendeel girder
Stitching portion be equipped with and sit pulp layer or cushion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720337935.8U CN207228318U (en) | 2017-03-31 | 2017-03-31 | A kind of low layer assembling frame bean column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720337935.8U CN207228318U (en) | 2017-03-31 | 2017-03-31 | A kind of low layer assembling frame bean column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207228318U true CN207228318U (en) | 2018-04-13 |
Family
ID=61838199
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720337935.8U Expired - Fee Related CN207228318U (en) | 2017-03-31 | 2017-03-31 | A kind of low layer assembling frame bean column node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207228318U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108517961A (en) * | 2018-05-25 | 2018-09-11 | 夏念涛 | A kind of direct insertion installation node of quick assembling beam column of steel structure and its installation method |
| CN114278111A (en) * | 2021-11-30 | 2022-04-05 | 武大巨成结构股份有限公司 | Steel corbel truncated column connecting structure and construction method |
-
2017
- 2017-03-31 CN CN201720337935.8U patent/CN207228318U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108517961A (en) * | 2018-05-25 | 2018-09-11 | 夏念涛 | A kind of direct insertion installation node of quick assembling beam column of steel structure and its installation method |
| CN114278111A (en) * | 2021-11-30 | 2022-04-05 | 武大巨成结构股份有限公司 | Steel corbel truncated column connecting structure and construction method |
| CN114278111B (en) * | 2021-11-30 | 2023-03-14 | 武大巨成结构股份有限公司 | Steel corbel truncated column connecting structure and construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180413 |