CN108412036A - Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node - Google Patents
Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node Download PDFInfo
- Publication number
- CN108412036A CN108412036A CN201810223340.9A CN201810223340A CN108412036A CN 108412036 A CN108412036 A CN 108412036A CN 201810223340 A CN201810223340 A CN 201810223340A CN 108412036 A CN108412036 A CN 108412036A
- Authority
- CN
- China
- Prior art keywords
- concrete
- collar tie
- tie beam
- isolated footing
- profile steel
- 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.)
- Granted
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 90
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 86
- 239000010959 steel Substances 0.000 title claims abstract description 86
- 239000000725 suspension Substances 0.000 claims abstract description 27
- 210000003205 muscle Anatomy 0.000 claims abstract description 22
- 238000004519 manufacturing process Methods 0.000 claims abstract description 10
- 230000002787 reinforcement Effects 0.000 claims abstract description 9
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 7
- 238000011065 in-situ storage Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 16
- 238000012856 packing Methods 0.000 claims description 6
- 238000009417 prefabrication Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 17
- 230000007797 corrosion Effects 0.000 abstract description 5
- 238000005260 corrosion Methods 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- 230000018109 developmental process Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 108090000623 proteins and genes Proteins 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 238000011069 regeneration method Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 210000004872 soft tissue Anatomy 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention belongs to fabricated construction node manufacture technology fields in structural engineering, and in particular to a kind of assembled H profile steel column independent footing concrete collar tie beam cross connecting node.Element factory is prefabricated in the present invention, assembled in situ, wherein H profile steel column is bolted with concrete isolated footing, concrete collar tie beam is overlapped on the four edges of isolated footing respectively, form cross connecting node, each collar tie beam indulges banding fixed between muscle infall reinforcing bar, steel reinforcement cage is formed in cross connecting node area, cross connecting node construction site pours, the connection of its cast-in-place node form is reliable, make adjacent collar tie beam and H profile steel column, isolated footing connects into one neatly, increase the globality of structure, mitigate influence of the foundation uneven settlement to structure, effective protection suspension column simultaneously, avoid suspension column corrosion of steel, improve the reliability of house bottom structure, it is suitble to the wide popularization and application in the low multilayer rural housing structure in villages and small towns, push villages and small towns housingization development.
Description
Technical field：
The invention belongs to fabricated construction node manufacture technology fields in structural engineering, and in particular to a kind of assembled
H profile steel column-isolated footing-concrete collar tie beam cross connecting node and the practice.
Background technology：
In recent years, structure with assembled lightweight steel house is developed rapidly, and compared with traditional residential structure, assembled is light
Steel house has the advantage that：1) light-weight structure residence standard width of a room in an old-style house size is larger, and wall is mostly non-load bearing wall, space layout spirit
Living, integration degree height.2) from heavy and light so that the geological process that structure with assembled lightweight steel house is born in earthquake is smaller, energy
The feature that steel strength is high, ductility is good, plastic deformation ability is strong is given full play to, the anti-seismic performance of house and safe and reliable is improved
Property.Lighter quality can also reduce the expense of foundation cost and transport, installation.3) green, environmentally friendly, energy saving, sustainable development
Exhibition.Assembling type steel structure house not will produce a large amount of waste entrainment environment instead work in production, building course
Factory's processing, assembled in situ reduce the workload and construction noise at scene while reducing energy consumption.4) the light steel knot of assembled
The characteristics of structure house prefabrication, in-site installation, mechanization production and installation, construction period is short, product quality is high.
Currently, China is in novel urbanization, new countryside construction flourishes period, as national is vigorously advocated,
Development building industrialization, housing industrialization (especially structure with assembled lightweight steel dwelling house system) are construction industry transformation traditional construction moulds
Formula there is an urgent need to, even more adapt to that the villages and small towns agriculture room that has a large capacity and a wide range of China builds there is an urgent need to.Lightweight steel construction system introduces village
The low multi-storey building in town industrializes field, and using the superior mechanical property of lightweight steel construction, the anti-seismic performance to improving agriculture room has
Very positive meaning.
The main supporting member of structure with assembled lightweight steel house is all made of thin-wall steel tube and light-duty hot-rolled steel section, lightweight steel construction
Frame column mostly uses H profile steel column.For structure with assembled lightweight steel, prefabricated buildings and effective anchor of base foundation how are carried out
Gu being the key that effectively to transmit load between prefabricated buildings and basis, play structural-load-carrying capacity.Therefore, how H-type is carried out
Reliable anchoring between steel column, basis and agent structure carries out the effective protection of suspension column, avoids suspension column corrosion of steel, is H profile steel column
The key of working performance can be played well in low multilayer rural housing structure.
Invention content
The present invention provides a kind of assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node and works
Method, each structural elements prefabrication in the present invention, construction site assembly are poured after node, by the collar tie beam of cross overlap joint arrangement with
Column, the reliable anchoring in basis together, while effective protection suspension column, avoiding suspension column corrosion of steel, and simple structure is easy for construction,
It is suitble to the wide popularization and application in the low Multistory Light Steel Structrue Housing in villages and small towns, pushes villages and small towns housingization development.
To achieve the above object, the present invention adopts the following technical scheme that：
Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node, including H profile steel column (1), suspension column end
Plate (2), concrete collar tie beam (3), collar tie beam indulge muscle (4), concrete isolated footing (5), pre-embedded bolt (6) and cross connecting node
(7)；The H profile steel column (1) for being welded with suspension column end plate (2) is connect with concrete isolated footing (5) by pre-embedded bolt (6), concrete
Collar tie beam (3) is overlapped on respectively on (5) four side of concrete isolated footing, forms cross connecting node；The concrete collar tie beam
(3) configuration collar tie beam indulges muscle (4) in, and collar tie beam is indulged muscle (4) from H profile steel column (1) both sides, stretched into cross connecting node (7) region,
Between collar tie beam of four edge laps on concrete isolated footing (5), collar tie beam indulges banding fixed between muscle (4) infall reinforcing bar, is formed
Node area steel reinforcement cage is completed cross connecting node (7) and filled, formed assembled H profile steel column-using concrete or grouting material
Isolated footing-concrete collar tie beam cross connecting node.
The assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node, it is characterised in that：
The H profile steel column (1) pricks shaped steel using H-type heat, and the edge of a wing and web height are not less than 100mm.
Described suspension column end plate (2) shape is rectangular or rectangle, and thickness takes not less than 6mm, is welded on H profile steel column (1) bottom
Portion.Prepared screw-bolt hole on suspension column end plate (2), the pre-embedded bolt (7) on concrete isolated footing (6) pass through on suspension column end plate (2)
Prepared screw-bolt hole, H profile steel column (1) and concrete isolated footing (6) are reliably connected.
Configuration collar tie beam indulges muscle (4) in the concrete collar tie beam (3), and it is only that concrete collar tie beam (3) is overlapped on concrete respectively
On (5) four sides of vertical basis, cross connecting node is formed.
The collar tie beam indulges muscle (4) and spiral reinforcement, collar tie beam is used to indulge muscle (4) along the elongated arrangement of collar tie beam and stretch out collar tie beam end
Section, after concrete collar tie beam (3) is overlapped on concrete isolated footing (5), overhanging collar tie beam indulges muscle (4) and passes through H profile steel column
(1) node area is goed deep into both sides, and extension is without departing from cross connecting node (7) area size, to ensure that node area pours
When, the not exposed egress area of reinforcing bar.The collar tie beam of each collar tie beam indulges banding fixed between muscle (4) infall reinforcing bar, connects and saves in cross
Point (7) area forms steel reinforcement cage.After the filling of node area, is formed and match rigidity of soft tissues node.
Described concrete isolated footing (5) the top surface pre-embedded bolt (6).
It is mixed that regeneration can be used according to actual requirement of engineering in the concrete collar tie beam (3) and concrete isolated footing (5)
Solidifying soil.
The pre-embedded bolt (6) is embedded in when making concrete isolated footing (5) in basis, and according to Practical Project
Exposed certain anchoring distance.
The cross connecting node (7) is poured using the building packing material such as concrete or grouting material.Filling
The strength of materials is not less than concrete strength in concrete collar tie beam (3), concrete isolated footing (5).Cross connecting node (7) is applied
H profile steel column (1), concrete collar tie beam (3), concrete isolated footing (5) are firmly poured together, are allowed to by work field cast-in-place
It is neat as one, the globality of structure is increased, influence of the foundation uneven settlement to structure is mitigated.Meanwhile effective guarantor
Suspension column has been protected, suspension column corrosion of steel is avoided.
Compared with prior art, assembled H profile steel column-isolated footing-concrete collar tie beam cross connection section of the invention
Point has following advantage：
(1) present invention is the production method of prefabricated member node, H profile steel column, concrete isolated footing, concrete collar tie beam
Component is prefabrication production, and only node area construction site pours, and structural form facilitates formwork, is easy to construct, and significantly reduces
Worker's operation intensity reduces the engineering amount of labour used, efficiently shortens the construction time, be suitble to promote and apply in low multilayer rural housing structure,
Quickly propel the villages and small towns agriculture room retrofit work having a large capacity and a wide range.
(2) node area, the vertical muscle of collar tie beam is overhanging, and steel reinforcement cage is overlapped to form in cross connecting node area, and packing material is cast-in-place, will
Bottom structure component H profile steel column, concrete isolated footing, concrete collar tie beam pour integral, form strong node, increase bottom
The globality of structure realizes strong bottom structure construction.
(3) strong joint form has been effectively ensured main bearing member column being reliably connected to basis, ensure that load exists
Effective transmission that column, collar tie beam are carried to basis, increases the bearing capacity of structure.
(4) strong bottom structure construction, enhances the overall stiffness of building and the stability of wall body, and it is uneven heavy to mitigate basis
Influence to structure is dropped, reduces gene basis differential settlement or larger vibration load to the adverse effect of building and its caused
Wall body cracking.In area of providing fortification against earthquakes, the low multilayer rural housing structure entirety shock resistance in villages and small towns can be effectively improved.
(5) strong bottom structure forms complete reliable stress system with H profile steel column light steel frame, does not need wall
Structural load is undertaken as primary structure member, convenient for wall arrangement and the type selecting of wallboard.In the low multilayer rural housing structure in villages and small towns, wall
Building block or installation assembled wallboard can directly be built by laying bricks or stones on collar tie beam.
(6) H profile steel suspension column is wrapped in node region by fill concrete or grouting material etc., and suspension column is made to be isolated from the outside,
Suspension column is protected, suspension column corrosion of steel is avoided.Meanwhile the packing materials such as concrete, grouting material have good flameproof effect, it can be with
Make up the disadvantage of steel fire resistance property difference.
Description of the drawings：
Fig. 1 is assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node manufacturing process fragmentary detail view；
(a) collar tie beam overlap joint (b) node pours；
Fig. 2 is prefabricated H profile steel column schematic diagram；
Fig. 3 is precast concrete isolated footing schematic diagram；
Fig. 4 is precast concrete collar tie beam schematic diagram；
Fig. 5 is assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node assembling plan view；
Fig. 6 is assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node overall schematic.
In figure：1-H steel columns；2- suspension column end plates；3- concrete collar tie beams；4- collar tie beams indulge muscle；5- concrete isolated footing；6-
Pre-embedded bolt；7- cross connecting nodes.
Specific implementation mode：
Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node in invention, in conjunction with attached drawing 1~6
It is as follows to illustrate production method of the present invention：
The first step：Prefabrication H profile steel column, concrete collar tie beam and concrete isolated footing.At column bottom when H profile steel column production
Suspension column end plate of the welding with bolt hole；When concrete collar tie beam makes, collar tie beam indulges muscle and uses spiral reinforcement, along the elongated arrangement of collar tie beam
And overhanging beam end section of going too far, extension is without departing from cross connecting node area size；Concrete isolated footing makes
When basis top surface pre-embedded bolt.
Second step：Assembled in situ.Pre-embedded bolt on isolated footing passes through the prepared screw-bolt hole on suspension column end plate, by H-type
Steel column is bolted with concrete isolated footing, then concrete collar tie beam is overlapped on to four sides of concrete isolated footing respectively
On, cross connecting node is formed, the collar tie beam of each collar tie beam indulges banding fixed between muscle infall reinforcing bar, in cross connecting node area
Form steel reinforcement cage.
Third walks：Pouring for node concrete or grouting material is carried out, packing material vibrate using the tool of vibrating close
It is real, and smooth out surface conserves, and forms a kind of assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node.
The foregoing is merely the specific implementation cases of the present invention, but the application of the present invention is without being limited thereto.In the present invention
The selection of cited each scantling and material can select to use according to actual needs in implementation process, not another herein
One enumerates.
Claims (9)
1. assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node, it is characterised in that：Including H profile steel column
(1), suspension column end plate (2), concrete collar tie beam (3), collar tie beam indulge muscle (4), concrete isolated footing (5), pre-embedded bolt (6) and cross
Shape connecting node (7)；The H profile steel column (1) for being welded with suspension column end plate (2) is connected with concrete isolated footing (5) by pre-embedded bolt (6)
It connects, concrete collar tie beam (3) is overlapped on respectively on (5) four side of concrete isolated footing, forms cross connecting node；Described is mixed
Configuration collar tie beam indulges muscle (4) in solidifying pedosphere beam (3), and collar tie beam indulges muscle (4) from H profile steel column (1) both sides, stretches into cross connecting node
(7) in region, between collar tie beam of four edge laps on concrete isolated footing (5), collar tie beam is bound between indulging muscle (4) infall reinforcing bar
It is fixed, node area steel reinforcement cage is formed, using concrete or grouting material, cross connecting node (7) is completed and fills, form assembled
H profile steel column-isolated footing-concrete collar tie beam cross connecting node.
2. assembled H profile steel column according to claim 1-isolated footing-concrete collar tie beam cross connecting node, special
Sign is：H profile steel column (1) edge of a wing and web height are not less than 100mm.
3. assembled H profile steel column according to claim 1-isolated footing-concrete collar tie beam cross connecting node, special
Sign is：Steel plate thickness used in the suspension column end plate (2) is not less than 6mm, and shape is rectangular or rectangle, is welded on H profile steel column
(1) bottom；The bolt hole in aperture needed for connection pre-embedded bolt (6) is machined on suspension column end plate (2).
4. assembled H profile steel column according to claim 1-isolated footing-concrete collar tie beam cross connecting node, special
Sign is：The collar tie beam indulges muscle (4) and uses spiral reinforcement.
5. assembled H profile steel column according to claim 1-isolated footing-concrete collar tie beam cross connecting node, special
Sign is：The collar tie beam indulges muscle (4) along the elongated arrangement of collar tie beam and overhanging beam end section of going too far；When collar tie beam assembles, collar tie beam is vertical
Muscle (4) stretches into cross connecting node (7), but length is without departing from cross connecting node (7) area size.
6. assembled H profile steel column according to claim 1-isolated footing-concrete collar tie beam cross connecting node, special
Sign is：Described concrete isolated footing (5) the top surface pre-embedded bolt (6).
7. assembled H profile steel column according to claim 1-isolated footing-concrete collar tie beam cross connecting node, special
Sign is：The pre-embedded bolt (6) is embedded in when making concrete isolated footing (5) in basis, and exposed anchorage length.
8. assembled H profile steel column according to claim 1-isolated footing-concrete collar tie beam cross connecting node, special
Sign is：The cross connecting node (7) is filled using concrete or grouting material；Packing material intensity is not less than concrete
Concrete strength in collar tie beam (3), concrete isolated footing (5).
9. assembled H profile steel column according to any one of claims 1 to 8-isolated footing-concrete collar tie beam cross connects
Connect node, which is characterized in that its production method is as follows：
The first step：Prefabrication H profile steel column, concrete collar tie beam and concrete isolated footing, the processing bolt hole on suspension column end plate,
Suspension column end plate is welded on H profile steel column column bottom, in concrete isolated footing end face pre-embedded bolt；
Second step：H profile steel column, concrete collar tie beam and concrete isolated footing assembled in situ, the pre-embedded bolt on isolated footing are worn
The prepared screw-bolt hole on suspension column end plate is crossed, H profile steel column and concrete isolated footing are bolted, then by concrete collar tie beam point
It is not overlapped on four sides of concrete isolated footing, the collar tie beam of each collar tie beam indulges banding fixed between muscle infall reinforcing bar；
Third walks：Pouring for node concrete or grouting material is carried out, vibration compacting is carried out to packing material using the tool of vibrating, and
Smooth out surface conserves, and forms a kind of assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810223340.9A CN108412036B (en) | 2018-03-19 | 2018-03-19 | Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810223340.9A CN108412036B (en) | 2018-03-19 | 2018-03-19 | Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108412036A true CN108412036A (en) | 2018-08-17 |
| CN108412036B CN108412036B (en) | 2019-10-29 |
Family
ID=63132098
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810223340.9A Expired - Fee Related CN108412036B (en) | 2018-03-19 | 2018-03-19 | Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108412036B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080558A (en) * | 2019-04-29 | 2019-08-02 | 王少雄 | The Anti-Typhoon house that can detachably repair more Dai Tongtang of multi-layer energy-saving antidetonation |
| CN113250228A (en) * | 2021-05-08 | 2021-08-13 | 武汉建工集团股份有限公司 | Construction method of embedded foundation fixing device of multi-story building steel reinforced concrete core tube structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002129661A (en) * | 2000-10-24 | 2002-05-09 | Kajima Corp | Structure for connecting reinforced concrete pillar and steel frame beam |
| CN202248298U (en) * | 2011-09-27 | 2012-05-30 | 深圳市建筑设计研究总院有限公司 | Node of steel reinforced concrete framework |
| CN202990118U (en) * | 2012-12-24 | 2013-06-12 | 深圳市市政设计研究院有限公司 | Beam-column joint for concrete-filled steel tube composite column and reinforced concrete ring beam |
| CN203961025U (en) * | 2014-05-29 | 2014-11-26 | 浙江精工钢结构集团有限公司 | The cross reinforcing bar external circular type of SRC post connects muscles and joints-vital links in a speech point |
| CN204282530U (en) * | 2014-11-26 | 2015-04-22 | 天津港航工程有限公司 | Adopt the industrial premises frame construction of prefabricated concrete column structure |
-
2018
- 2018-03-19 CN CN201810223340.9A patent/CN108412036B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002129661A (en) * | 2000-10-24 | 2002-05-09 | Kajima Corp | Structure for connecting reinforced concrete pillar and steel frame beam |
| CN202248298U (en) * | 2011-09-27 | 2012-05-30 | 深圳市建筑设计研究总院有限公司 | Node of steel reinforced concrete framework |
| CN202990118U (en) * | 2012-12-24 | 2013-06-12 | 深圳市市政设计研究院有限公司 | Beam-column joint for concrete-filled steel tube composite column and reinforced concrete ring beam |
| CN203961025U (en) * | 2014-05-29 | 2014-11-26 | 浙江精工钢结构集团有限公司 | The cross reinforcing bar external circular type of SRC post connects muscles and joints-vital links in a speech point |
| CN204282530U (en) * | 2014-11-26 | 2015-04-22 | 天津港航工程有限公司 | Adopt the industrial premises frame construction of prefabricated concrete column structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080558A (en) * | 2019-04-29 | 2019-08-02 | 王少雄 | The Anti-Typhoon house that can detachably repair more Dai Tongtang of multi-layer energy-saving antidetonation |
| CN113250228A (en) * | 2021-05-08 | 2021-08-13 | 武汉建工集团股份有限公司 | Construction method of embedded foundation fixing device of multi-story building steel reinforced concrete core tube structure |
| CN113250228B (en) * | 2021-05-08 | 2022-07-15 | 武汉建工集团股份有限公司 | Construction method of embedded foundation fixing device of multi-story building steel reinforced concrete core tube structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108412036B (en) | 2019-10-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107313517B (en) | Connecting node for laminated wall and laminated floor slab in middle layer | |
| CN103883034A (en) | Assembled shear wall and wall-beam connecting structure with edge restraining component | |
| CN108086693A (en) | A kind of assembled steel reinforced concrete frame structure system method of construction of low multilayer | |
| CN107419824A (en) | The full precast shear wall structural system of regenerative steel skeleton and construction method | |
| CN103498570B (en) | The inner storey-adding reconstruction structure of old factory building and construction method thereof | |
| CN107447901A (en) | Anti-seismic prefabricated floor and floor antidetonation splicing construction | |
| CN106869567A (en) | A kind of energy-dissipating type cold-formed thin-walled steel pipe concrete Lateral Resistant System | |
| CN103711329A (en) | Method for reinforcing structure by means of method of externally attaching steel-reinforced concrete framework | |
| CN207017483U (en) | The full precast shear wall structural system of regenerative steel skeleton | |
| CN207017484U (en) | Reinforced precast reinforced concrete shear wall and structural system | |
| CN208105477U (en) | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam L shape connecting node | |
| CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
| CN108412036B (en) | Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node | |
| CN108265823A (en) | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam L-shaped connecting node | |
| CN108625491B (en) | Assembled H profile steel column-isolated footing-concrete collar tie beam L shape connecting node | |
| CN208023735U (en) | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam T shape connecting nodes | |
| CN208363421U (en) | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam cross connecting node | |
| CN105649259B (en) | A kind of wallboard structural system of the dark framework of band of precast concrete wall panel and its structure | |
| CN104775544A (en) | Energy dissipation type coupled anti-seismic wall with reinforcing bars, grouting holes, building blocks and combined coupling beam and manufacturing method | |
| CN102392417B (en) | Dual-cantilever bearing support structure for large steel pipe and installation method | |
| CN107313551A (en) | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method | |
| CN108301562A (en) | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam cross connecting node | |
| CN208105474U (en) | A kind of assembly node of upper and lower interior wall and floor | |
| CN203603525U (en) | Reinforcing structure with clamp plate girder and clamp plate column externally arranged for stone structure | |
| CN208023734U (en) | Assembly concrete-filled steel tube column-isolated footing-concrete collar tie beam linear type connecting node |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191029 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |