CN208293903U - A kind of prefabricated column connected node of inflection point - Google Patents
A kind of prefabricated column connected node of inflection point Download PDFInfo
- Publication number
- CN208293903U CN208293903U CN201820841362.7U CN201820841362U CN208293903U CN 208293903 U CN208293903 U CN 208293903U CN 201820841362 U CN201820841362 U CN 201820841362U CN 208293903 U CN208293903 U CN 208293903U
- Authority
- CN
- China
- Prior art keywords
- prefabricated post
- cuff
- prefabricated
- post
- inflection point
- 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.)
- Expired - Fee Related
Links
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims abstract description 15
- 229910052802 copper Inorganic materials 0.000 claims abstract description 15
- 239000010949 copper Substances 0.000 claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 239000004570 mortar (masonry) Substances 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 7
- 238000012545 processing Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 33
- 238000000034 method Methods 0.000 description 11
- 230000003014 reinforcing effect Effects 0.000 description 9
- 239000000243 solution Substances 0.000 description 7
- 238000013461 design Methods 0.000 description 6
- 239000002002 slurry Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 239000011440 grout Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 244000137852 Petrea volubilis Species 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 229920002472 Starch Polymers 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000001568 sexual effect Effects 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to building structure technology field, more particularly to a kind of prefabricated column connected node of inflection point, including upper prefabricated post and lower prefabricated post setting up and down, the splice ends of the upper prefabricated post and lower prefabricated post are equipped with plush copper, the plush copper of the upper prefabricated post and lower prefabricated post is arranged with the first cuff and the second cuff respectively, first cuff and the second cuff are anchored at respectively in the upper prefabricated post and lower prefabricated post, first cuff and the second cuff are connected by connecting plate, annular groove is formed after the upper prefabricated post and the splicing of lower prefabricated post, the connecting plate is arranged in the annular groove.The utility model stress is simple relative to joint cores stress, prefabricated post height is upper strata post inflection point between lower floor's post inflection point, shears, moment of flexure zero equal with joint cores, torque can almost be ignored, and the safety of structure entirety and integrally-built anti-side rigidity increase.
Description
Technical field
The utility model belongs to building structure technology field more particularly to a kind of prefabricated column connected node of inflection point.
Background technique
For assembled architecture when constructing assembly, prefabricated post connection type mainly includes the following two kinds mode: (1) grout sleeve
Connection type: it in the Ribbed Bar insertion metal sleeve for needing to connect " docking ", is covering similar injection high-strength morning by force and is having micro-
The grouting material of expansion, grouting material form biggish normal stress between sleeve wall and reinforcing bar, in the coarse table of Ribbed Bar
Face generates huge frictional force, thus transmits axial force.The requirement that this connection type obtains employment to worker is very high, and each of column
Vertical muscle requires to use sleeve connection, therefore the contraposition of reinforcing bar is even more important in construction, but is not easily achieved very much this in being
Point.
(2) it starches anchor on-link mode (OLM): the Ribbed Bar for needing to connect being inserted into the reserving hole channel of prefabricated components, reserving hole channel
Inner wall is spiral.After reinforcing bar is inserted into duct, high-strength morning is injected in duct by force and has the grouting material of microdilatancy, is fixed with anchor slotting
The reinforcing bar entered.It is the steel bar stress being embedded in component beside duct, the reinforcing bar being inserted into duct " overlaps " therewith.With set
Cylinder connection is similar, and each reinforcing bar requires to connect, and construction reinforced bar contraposition needs a large amount of time, and therefore, this is not optimal
Elegant connection type.
The grout sleeve connection type or slurry anchor chain used at this stage connects connection type, the valence of sleeve and dedicated grouting material
For lattice due to production technology, price is very high.Assembled cost is greatly improved relative to traditional architecture at this stage, assembled at
First tongue is made us in this increase of cost in prefabricated post.
When construction, prefabricated post at this stage is connect by every reinforcing bar with sleeve or slurry anchor node, and process is extremely complex,
Once there is the smaller error of construction, entire node security will lead to, globality is had a greatly reduced quality, or even influence the safety of structure entirety
Property.And in the construction process, it is necessary to after the hardenability that grouting material reaches certain, just can be carried out subsequent construction and make
Industry largely affects construction period.
In beam column node core area, the stress of complication makes the whole sexual deviation of structure for prefabricated node selection at this stage, this
It is runed counter to structure design and Aseismic Design.
In conclusion needing to develop, a kind of stress is simple and reliable, structure whole highly-safe, recurvation that construction efficiency is high
The prefabricated column connected node of point.
Utility model content
The purpose of the utility model is to provide a kind of stress is simple and reliable, the whole highly-safe, construction efficiency of structure is high
The prefabricated column connected node of inflection point.
Above-mentioned purpose is to be achieved through the following technical solutions: a kind of prefabricated column connected node of inflection point, including setting up and down
Upper prefabricated post and lower prefabricated post, the splice ends of the upper prefabricated post and lower prefabricated post are equipped with plush copper, the upper prefabricated post and
The plush copper of lower prefabricated post is arranged with the first cuff and the second cuff respectively, and first cuff and the second cuff are anchored at institute respectively
It states in prefabricated post and lower prefabricated post, first cuff and the second cuff are connected by connecting plate, and the upper prefabricated post is under
Annular groove is formed after prefabricated post splicing, the connecting plate is arranged in the annular groove.
In framework design, at the floor moment of flexure inflection point of column, the utility model stress is relative to joint core
Area's stress is simple, and prefabricated post height is that upper strata post inflection point is equal with joint cores to shearing between lower floor's post inflection point, curved
Square is zero, and torque can almost be ignored, and the safety of structure entirety and integrally-built anti-side rigidity increase.In addition, this is practical
Novel no grout sleeve or slurry anchor connection, cost substantially reduce, and lower prop is without cast-in-place node on construction site, and construction period is significantly
Shorten；The all welding for steel structure in construction site simplify construction procedure.And this patent is without overhead welding, assembled inflection point prefabricated post
Both it ensure that construction quality in turn ensured that connecting node is safe and reliable；Wet construction is almost nil, and column is connected without the few cost of template
And construction period is reduced, it reduces artificial；Assembled inflection point prefabricated post since beam column node core area is prefabricated in the factory, column
Ductility and anti-side rigidity are enhanced；In processing and fabricating, exposed steel bar is seldom for prefabricated components factory, and mold is simple, and processing is more
Add conveniently；Phase component is readily disassembled assembled inflection point prefabricated post after maintenance, can be individually replaced for some column.
Further technical solution is, first cuff and the second cuff are embedded in the upper prefabricated post and lower pre- respectively
In column processed, framework of steel reinforcement, first cuff and the second cuff and the reinforcing bar are equipped in the upper prefabricated post and lower prefabricated post
Skeleton is fixedly connected.So set, node globality is more preferable, be conducive to the transmitting of power.
Further technical solution is that the connecting plate and first cuff, the welding of the second cuff are integral.In this way,
Construction is simple, connection is reliable, wet-less operation, can effectively improve construction efficiency, saves the duration.
Further technical solution is that the Mosaic face of the upper prefabricated post and lower prefabricated post is equipped with leveling mortar.Levelling sand
Slurry is conducive to adjust the flatness of prefabricated component, while making the cohesive force of prefabricated post joint face bigger, can also assemble in prefabricated post
The process of dropping place plays certain buffer function, direct collision when avoiding prefabricated post dropping place and damaged member.
Further technical solution is that the Mosaic face of the upper prefabricated post and lower prefabricated post is rough surface.When assembly, it can lead to
The tools such as steel brush or sand paper are crossed the contact surface polishing of plush copper is coarse, so set, leveling mortar can be such that the connection of plush copper imitates
Fruit is more preferable.
Further technical solution is to be provided with reinforcement steel plate at the top of the lower prefabricated post.It is arranged such, it is possible to increase lower pre-
The rigidity of column top processed is conducive to it and bears the bigger pressure from other prefabricated components.
Further technical solution is that the connecting plate, cuff make antirust fireproof processing.Relative to assembled steel at this stage
Structure, fire protecting performance greatly promote, and antirust treatment area greatly reduces.
Detailed description of the invention
The attached drawing for constituting a part of the utility model is used to provide a further understanding of the present invention, this is practical new
The illustrative embodiments and their description of type are not constituteed improper limits to the present invention for explaining the utility model.
Fig. 1 is the structural schematic diagram of the prefabricated column connected node of inflection point involved in a kind of embodiment of the utility model；
Fig. 2 is the front section view of the prefabricated column connected node of inflection point involved in a kind of embodiment of the utility model；
Fig. 3 is cross-sectional view of the prefabricated column connected node of inflection point involved in Fig. 2 along the face A-A；
Fig. 4 is the stress sketch of the prefabricated column connected node of inflection point involved in a kind of embodiment of the utility model；
Fig. 5 is the corresponding shearing schematic diagram of stress sketch of the prefabricated column connected node of inflection point involved in Fig. 4；
Fig. 6 is the corresponding moment of flexure schematic diagram of stress sketch of the prefabricated column connected node of inflection point involved in Fig. 4.
In figure:
Lower 3 plush copper of prefabricated post, 4 first cuff of prefabricated post 2 on 1
5 second cuff, 6 connecting plate, 7 annular groove, 8 leveling mortar
B vertical member C building cover structure D inflection point F equivalent action power
H layers high h prefabricated post height
Specific embodiment
The utility model is described in detail with reference to the accompanying drawing, the description of this part be only it is exemplary and explanatory,
There should not be any restriction effect to the protection scope of the utility model.In addition, those skilled in the art's retouching according to this document
It states, the corresponding 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 Fig.1~3, a kind of prefabricated column connected node of inflection point, including it is setting up and down
Upper prefabricated post 1 and lower prefabricated post 2, the splice ends of the upper prefabricated post 1 and lower prefabricated post 2 are equipped with plush copper 3, described prefabricated
The plush copper 3 of column 1 and lower prefabricated post 2 is arranged with the first cuff 4 and the second cuff 5, first cuff 4 and the second cuff 5 respectively
It being anchored in the upper prefabricated post 1 and lower prefabricated post 2 respectively, first cuff 4 is connected with the second cuff 5 by connecting plate 6,
Annular groove 7 is formed after the upper prefabricated post 1 and the splicing of lower prefabricated post 2, the connecting plate 6 is arranged in the annular groove 7.
In framework design, at the floor moment of flexure inflection point of column, such as Fig. 4~6, the utility model stress relative to
Joint cores stress is simple, prefabricated post height be upper strata post inflection point arrive between lower floor's post inflection point, shear and joint core
Area is equal, and moment of flexure zero, torque can almost be ignored, and the safety of structure entirety and integrally-built anti-side rigidity increase.Separately
Outside, the utility model is substantially reduced without grout sleeve or slurry anchor connection, cost, and lower prop is applied without cast-in-place node on construction site
The work period greatly shortens；The all welding for steel structure in construction site simplify construction procedure.And this patent, without overhead welding, assembled is anti-
Curved prefabricated post both ensure that construction quality in turn ensured that connecting node is safe and reliable；Wet construction is almost nil, and column is connected without mould
Plate electrode lacks cost and reduces construction period, reduces artificial；Assembled inflection point prefabricated post is since beam column node core area is in factory
Prefabricated, the ductility and anti-side rigidity of column are enhanced；In processing and fabricating, exposed steel bar is seldom for prefabricated components factory, mold
Simply, it processes more convenient；Phase component is readily disassembled assembled inflection point prefabricated post after maintenance, can be carried out for some column single
Solely replacement.
Specifically, it can be reduced under the utility model horizontal loads (such as wind load, horizontal earthquake) such as Fig. 4~6
Act on the horizontal concentrated force on frame joint, under the action of horizontal loading (as shown in stress sketch), the internal force on frame is special
Sign (such as shearing schematic diagram, moment of flexure schematic diagram), stress has a characteristic that with deformation
(1) moment of flexure of column is lineal layout, and one and only one 1 moment of flexure point, that is, inflection point in every layer of column, corresponding to be
The node of the utility model；
(2) at fixing end, angular displacement zero, but the angled presence of each node layer in top, the corner of node is with beam column
The increase of line stiffness ratio and reduce；
(3) such as ignore the axial deformation of beam, each node lateral displacement having the same in same layer, each column of same layer has identical
Relative storey displacement.
On the basis of the above embodiments, in another embodiment of the utility model, such as Fig. 2, first cuff 4 and second
Cuff 5 is embedded in respectively in the upper prefabricated post 1 and lower prefabricated post 2, and reinforcing bar is equipped in the upper prefabricated post 1 and lower prefabricated post 2
Skeleton, first cuff 4 and the second cuff 5 are fixedly connected with the framework of steel reinforcement.So set, node globality is more preferable,
Be conducive to the transmitting of power.
On the basis of the above embodiments, in another embodiment of the utility model, such as Fig. 2 and Fig. 3, the connecting plate 6 with
First cuff 4, the second cuff 5 weld integral.In this way, construction is simple, connection is reliable, and wet-less operation can effectively improve
Construction efficiency saves the duration.
On the basis of the above embodiments, in another embodiment of the utility model, such as Fig. 2, the upper prefabricated post 1 and lower pre-
The Mosaic face of column 2 processed is equipped with leveling mortar 8.Leveling mortar 8 is conducive to adjust the flatness of prefabricated component, while prefabricated post is connected
The cohesive force of junction is bigger, can also play certain buffer function in the process that prefabricated post assembles dropping place, avoid prefabricated post dropping place
When direct collision and damaged member.
On the basis of the above embodiments, in another embodiment of the utility model, the upper prefabricated post 1 and lower prefabricated post 2
Mosaic face be rough surface.When assembly, the contact surface of plush copper 3 can be polished by tools such as steel brush or sand paper coarse, so be set
It sets, leveling mortar 8 can make the connection effect of plush copper 3 more preferable.
On the basis of the above embodiments, it in another embodiment of the utility model, is provided with and adds at the top of the lower prefabricated post 2
Strong steel plate.It is arranged such, it is possible to increase the rigidity at lower 2 top of prefabricated post is conducive to it and bears bigger come from and other prefabricated components
Pressure.
The utility model also provides a kind of assembly method of prefabricated column connected node of inflection point, and embodiment is as follows, including such as
Lower step:
(1) prefabrication of prefabricated post: installation mold is laid with prefabricated post framework of steel reinforcement, predetermined position setting in mold
Cuff welds cuff and framework of steel reinforcement；Casting concrete, vibration moulding, the cuff are anchored in prefabricated post main structure,
Prefabricated post after molding at least one end is configured to 3 structure of plush copper, and the ferrule portion is exposed, and exposed parts are by the plush copper 3
Side wall package；
(2) construction handling dropping place: first lifting lower prefabricated post 2, and leveling mortar 8 is spread in installation support, prefabricated post 1 in lifting,
Absolute altitude and flatness, adjustment verticality are adjusted, forms annular groove 7 after upper prefabricated post 1 and the splicing of lower prefabricated post 2；
(3) it welds: in the interior setting connecting plate 6 of annular groove 7, connecting plate 6 and the cuff of upper prefabricated post 1, lower prefabricated post 2 being adopted
It is welded with weld all around integral.
Without grout sleeve or slurry anchor connection, cost substantially reduces the assembly connection method of the prefabricated post of the utility model, and
Lower prop is greatly shortened without cast-in-place node, construction period on construction site；The all welding for steel structure in construction site simplify construction step
Suddenly；Wet construction is almost nil, and column connection is without the few cost of template and reduces construction period, reduces artificial；Assembled inflection point is pre-
Since beam column node core area is prefabricated in the factory, the ductility and anti-side rigidity of column are enhanced column processed, with prefabricated company at this stage
The mode of connecing is compared, and connecting node core space globality is reinforced, and meets the basic demand of structure design and Aseismic Design at this stage, i.e.,
" strong column and weak beam ", " strong shear capacity and weak bending capacity ".
On the basis of the above embodiments, in another embodiment of the utility model, the prefabricated column connected node of inflection point
Assembly method further include step (4): antirust fireproof processing is made to connecting plate 6, cuff.Relative to assembled steel knot at this stage
Structure, fire protecting performance greatly promote, and antirust treatment area greatly reduces.
On the basis of the above embodiments, in another embodiment of the utility model, the step (4) uses plastering mortar afterwards
The annular groove 7 is smoothed out.In this way, avoiding connecting plate 6, cuff directly exposed, be on the other hand conducive to beauty.
On the basis of the above embodiments, in another embodiment of the utility model, the prefabricated column connected node of inflection point
Support is removed after the completion of configuration.
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, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection scope of the utility model.
Claims (7)
1. a kind of prefabricated column connected node of inflection point, including upper prefabricated post and lower prefabricated post setting up and down, which is characterized in that institute
The splice ends for stating prefabricated post and lower prefabricated post are equipped with plush copper, and the plush copper of the upper prefabricated post and lower prefabricated post is arranged with respectively
First cuff and the second cuff, first cuff and the second cuff are anchored at respectively in the upper prefabricated post and lower prefabricated post,
First cuff and the second cuff are connected by connecting plate, form annular groove after the upper prefabricated post and the splicing of lower prefabricated post, institute
Connecting plate is stated to be arranged in the annular groove.
2. the prefabricated column connected node of inflection point according to claim 1, which is characterized in that first cuff and second set
Hoop is embedded in respectively in the upper prefabricated post and lower prefabricated post, and framework of steel reinforcement, institute are equipped in the upper prefabricated post and lower prefabricated post
It states the first cuff and the second cuff is fixedly connected with the framework of steel reinforcement.
3. the prefabricated column connected node of inflection point according to claim 2, which is characterized in that the connecting plate and described first
Cuff, the welding of the second cuff are integral.
4. the prefabricated column connected node of inflection point according to any one of claims 1 to 3, which is characterized in that described pre-
Column processed and the Mosaic face of lower prefabricated post are equipped with leveling mortar.
5. the prefabricated column connected node of inflection point according to claim 4, which is characterized in that the upper prefabricated post is prefabricated under
The Mosaic face of column is rough surface.
6. the prefabricated column connected node of inflection point according to claim 5, which is characterized in that setting at the top of the lower prefabricated post
There is reinforcement steel plate.
7. the prefabricated column connected node of inflection point according to claim 4, which is characterized in that the connecting plate and cuff carry out
Antirust fireproof processing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820841362.7U CN208293903U (en) | 2018-05-31 | 2018-05-31 | A kind of prefabricated column connected node of inflection point |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820841362.7U CN208293903U (en) | 2018-05-31 | 2018-05-31 | A kind of prefabricated column connected node of inflection point |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208293903U true CN208293903U (en) | 2018-12-28 |
Family
ID=64723453
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820841362.7U Expired - Fee Related CN208293903U (en) | 2018-05-31 | 2018-05-31 | A kind of prefabricated column connected node of inflection point |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208293903U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108468412A (en) * | 2018-05-31 | 2018-08-31 | 中民筑友建设科技集团有限公司海南分公司 | A kind of prefabricated column connected node of inflection point and its assembly method |
| CN109989487A (en) * | 2019-01-28 | 2019-07-09 | 南京钜力智能制造技术研究院有限公司 | A kind of anchor ear connector of strong bending resistance mechanical connection precast concrete beam stanchion bar |
-
2018
- 2018-05-31 CN CN201820841362.7U patent/CN208293903U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108468412A (en) * | 2018-05-31 | 2018-08-31 | 中民筑友建设科技集团有限公司海南分公司 | A kind of prefabricated column connected node of inflection point and its assembly method |
| CN109989487A (en) * | 2019-01-28 | 2019-07-09 | 南京钜力智能制造技术研究院有限公司 | A kind of anchor ear connector of strong bending resistance mechanical connection precast concrete beam stanchion bar |
| CN109989487B (en) * | 2019-01-28 | 2024-03-01 | 南京钜力智能制造技术研究院有限公司 | Anchor ear joint for strong bending-resistant mechanical connection precast concrete beam column pile pole |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103104039B (en) | Assembled framework beam-column joint adopting cover plate connection and construction method thereof | |
| CN102493603B (en) | Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method | |
| JP5497713B2 (en) | Steel structures for reinforced concrete structures | |
| CN201217898Y (en) | Concrete prefabricated stairs | |
| KR101050956B1 (en) | Rebar prefabricated column method | |
| KR20140018451A (en) | Pre-fabricated steel reinforced concrete with steel angle | |
| JP6645894B2 (en) | Construction method of beam-column joint structure | |
| CN113550431B (en) | Annular steel plate type stirrup for beam column joint area of stiff structure and construction method of annular steel plate type stirrup | |
| CN105143570A (en) | Building structure and construction method for same | |
| CN109403545B (en) | High-assembly-rate steel pipe concrete frame structure system and connection method | |
| CN106400952A (en) | Assembly type prefabricated structure wallboard unit and connecting joints thereof | |
| CN106480983A (en) | A kind of assembled beam-column hinged joint and its assembling mode | |
| CN208293903U (en) | A kind of prefabricated column connected node of inflection point | |
| KR20170027236A (en) | the rigid connection structure between precast concrete column and precast concrete girder and the rigid connection structure between precast concrete girder and precast concrete beam using the plate, the modular system using the same | |
| CN205296878U (en) | Construct interim protective structure of cast -in -place reinforcing bar | |
| CN206873673U (en) | A kind of assembling type steel structure out-hung panel node | |
| KR20140110490A (en) | Half precast concrete column manufacturing method using prefabricated PC panels and constructing method using the same | |
| CN211773695U (en) | New and old structure multilayer basement trades and props biography power structure | |
| CN202401667U (en) | Prefabricated column with reserved embedded column porous channel and embedded column type full-assembly anti-seismic building | |
| CN104453228A (en) | Construction method of large-span super-large-section steel plate wall beam | |
| CN108468412A (en) | A kind of prefabricated column connected node of inflection point and its assembly method | |
| CN103334492A (en) | Prefabricated assembled type framework structure | |
| CN216108007U (en) | Concrete beam type bridge and cast-in-situ hidden cover beam thereof | |
| JP5001897B2 (en) | Building construction method | |
| JP2004019306A (en) | Tower-shaped building and its construction method |
Legal Events
| 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: 20181228 |