CN104005476B - Be easy to fabrication and installation precast frame system and construction method - Google Patents
Be easy to fabrication and installation precast frame system and construction method Download PDFInfo
- Publication number
- CN104005476B CN104005476B CN201410266467.0A CN201410266467A CN104005476B CN 104005476 B CN104005476 B CN 104005476B CN 201410266467 A CN201410266467 A CN 201410266467A CN 104005476 B CN104005476 B CN 104005476B
- Authority
- CN
- China
- Prior art keywords
- prefabricated frame
- place
- prefabricated
- trestle
- roof beam
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000009434 installation Methods 0.000 title claims abstract description 31
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 28
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 239000004567 concrete Substances 0.000 claims abstract description 12
- 230000008878 coupling Effects 0.000 claims description 38
- 238000010168 coupling process Methods 0.000 claims description 38
- 238000005859 coupling reaction Methods 0.000 claims description 38
- 230000002787 reinforcement Effects 0.000 claims description 21
- 210000003205 muscle Anatomy 0.000 claims description 18
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 230000010412 perfusion Effects 0.000 claims description 6
- 239000011178 precast concrete Substances 0.000 claims description 4
- 238000010586 diagram Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The object of the invention there is provided one and is easy to fabrication and installation precast frame system and construction method, can reduce job site operation, short construction period, can improve intensity, can be prefabricated.Be easy to fabrication and installation precast frame system, prefabricated frame trestle and prefabricated frame are set a roof beam in place, and prefabricated frame trestle is provided with projection; Prefabricated frame two ends of setting a roof beam in place have and protrude the support end of its end face, and the support end of Vierendeel girder is arranged on projection; Projection and support end are fixed by rear pouring concrete.
Description
Technical field
The present invention relates to technical field of buildings, particularly relate to one and be easy to fabrication and installation precast frame system and construction method.
Background technology
Conventional steel bar concrete frame construction, adopts cast-in-situ construction method more, and the method template consumption is large, long construction period, large by artificial amount, and site operation noise is large, produce sewage and a large amount of building wastes, seriously polluted.
Existing assembled integral reinforced concrete frame method one is: adopt three-dimensional prefabricated post, beam, beam column is at node location stereo shaping, weight is large, manufacture difficulty is large, transport inconvenience, reinforcing bar many employings sleeve connection or overlap joint between Liang Yuzhu, post and post, Liang Yuliang, cost is high, and installation difficulty is large.
Existing assembled integral reinforced concrete frame method two is: post, beam make separately, and bean column node place is cast-in-place, make simple, but installation difficulty is large.
Summary of the invention
The object of the invention there is provided one and is easy to fabrication and installation precast frame system and construction method, can reduce job site operation, short construction period, can improve intensity, can be prefabricated.
In order to above-mentioned purpose, the present invention is realized by following measures:
One is easy to fabrication and installation precast frame system, and prefabricated frame trestle and prefabricated frame are set a roof beam in place, and prefabricated frame trestle is provided with projection; Prefabricated frame two ends of setting a roof beam in place have and protrude the support end of its end face, and the support end of Vierendeel girder is arranged on projection; Projection and support end are fixed by rear pouring concrete.
Above-mentionedly be easy in fabrication and installation precast frame system, prefabricated frame is set a roof beam in place and is interiorly arranged beam bottom longitudinal reinforcement, and prefabricated frame both ends of setting a roof beam in place are provided with multiple beam shrinkage pool, and beam steel end is positioned at beam shrinkage pool, but outstanding beam-ends face; The anchor bar corresponding with beam longitudinal reinforcement is established in the position that prefabricated frame trestle is corresponding with Vierendeel girder, and anchor bar is positioned at post shrinkage pool, but not outstanding post side; Beam longitudinal reinforcement is connected by the first coupling assembling with anchor bar; Prefabricated frame is set a roof beam in place and is also included multiple tops longitudinal reinforcement, and setting a roof beam in place with prefabricated frame through stirrup is connected; Be provided with the upper anchor bar corresponding with top longitudinal reinforcement in prefabricated frame trestle, upper anchor bar is positioned at post shrinkage pool, but not outstanding post side; Top longitudinal rib is connected by the second coupling assembling with upper anchor bar.
Above-mentionedly be easy in fabrication and installation precast frame system, precast concrete column arranges the position of projection, arranges the anchor bar of multiple band sleeve, and the outstanding frame column side of sleeve, projection is by high-strength bolt and this sleeve connection.
Above-mentionedly be easy in fabrication and installation precast frame system, prefabricated frame trestle is provided with the hollow and thin-walled structure of grouting cavity in being, be provided with multiple post in the thin-walled of prefabricated frame trestle along its length and indulge muscle, prefabricated frame trestle both ends of the surface are provided with multiple shrinkage pool, post is indulged muscle two ends and is positioned at shrinkage pool, but not outstanding post both ends of the surface; The studding of contiguous prefabricated frame column is indulged muscle and is connected through the 3rd coupling assembling.
Above-mentionedly be easy in fabrication and installation precast frame system, the termination that beam longitudinal reinforcement, post indulge muscle and anchor bar is equipped with external screw thread.
Above-mentionedly be easy in fabrication and installation precast frame system, beam shrinkage pool, post shrinkage pool and shrinkage pool shape are hemispherical or taper type or square.
Above-mentionedly be easy in fabrication and installation precast frame system, the first coupling assembling, the second coupling assembling and the 3rd coupling assembling include connecting rod, and connecting rod two ends have been threaded connection installing sleeve, the bar connecting that the installing sleeve other end and needing is connected;
Above-mentionedly be easy in fabrication and installation precast frame system, the first coupling assembling, the second coupling assembling and the 3rd coupling assembling include Connection Block and connector; Connection Block one end is provided with recessed in the groove on surface, and there is the installing hole communicated with groove groove side, and this installing hole axis is mutually vertical with groove cross section, and the Connection Block other end is provided with screwed hole and the bar connecting needing the precast unit be connected; Connector comprises one with externally threaded connecting portion and a sliding part coordinated with the installing hole of Connection Block, and connecting portion adopts sleeve connection with the reinforcing bar of another precast unit be connected.
Above-mentionedly be easy in fabrication and installation precast frame system, precast concrete column both ends of the surface, prefabricated frame trestle and prefabricated frame connecting portion, prefabricated frame trestle and floor connecting portion and prefabricated frame both ends of the surface surface of setting a roof beam in place of setting a roof beam in place arranges multiple pitted skin pit.
Described in be easy to the construction method of fabrication and installation precast frame system, comprise the following steps:
1) corresponding with the vertical muscle of prefabricated frame trestle on basis basis is indulged muscle unwrapping wire and is located;
2) prefabricated frame trestle and prefabricated frame are set a roof beam in place and are transported to scene, lift;
3) prefabricated frame trestle located on basis, connected by connector, install;
4) connecting portion setting tool template, concrete perfusion in the grouting cavity of prefabricated frame trestle;
5) hoisting prefabricated Vierendeel girder, support end of being set a roof beam in place by prefabricated frame is placed on prefabricated frame trestle projection, location;
6) the top longitudinal reinforcement of being set a roof beam in place by prefabricated frame is connected by the second coupling assembling with the upper anchor bar of prefabricated frame trestle; The bottom longitudinal reinforcement that prefabricated frame is set a roof beam in place is connected by the first coupling assembling with the lower anchor bar of prefabricated frame trestle; And setting tool template;
7) laminated floor slab or assembled integral floor is lifted;
8) to set a roof beam in place connecting portion, the floor overlapping layers concrete perfusion of setting a roof beam in place with prefabricated frame trestle connecting portion, floor and prefabricated frame to prefabricated frame;
9) repeat 2 to 8 each steps, carry out lower one deck construction.
Beneficial effect of the present invention:
Prefabricated frame is set a roof beam in place and to be made separately in the factory with prefabricated frame trestle.Prefabricated frame trestle adopts centrifugal formation method shaping, in be formed centrally hollow, the junction that prefabricated frame trestle two ends and prefabricated frame trestle and prefabricated frame are set a roof beam in place adopts and is mechanically connected, can Prestressing, and intensity is high, lightweight, is convenient to transport, installation; Prefabricated frame is set a roof beam in place as solid beam, and the prefabricated frame reinforcing bar place, two ends that sets a roof beam in place arranges shrinkage pool, can with other prefabricated units by be mechanically connected, can Prestressing, and intensity is high, be convenient to transport, installation.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Fig. 2 is the perspective view that prefabricated frame is set a roof beam in place.
Fig. 3 is the schematic front view that prefabricated frame is set a roof beam in place.
Fig. 4 is the schematic side view that prefabricated frame is set a roof beam in place.
Fig. 5 is the sectional schematic diagram that prefabricated frame is set a roof beam in place.
Fig. 6 is the perspective view of prefabricated frame trestle.
Fig. 7 is the schematic front view of prefabricated frame trestle.
Fig. 8 is the schematic top plan view of prefabricated frame trestle.
Fig. 9 is the generalized section of prefabricated frame trestle.
Figure 10 is the sectional schematic diagram of prefabricated frame trestle.
Figure 11 is that prefabricated frame is set a roof beam in place and prefabricated frame trestle connection diagram.
Figure 12 is projection schematic front view.
Figure 13 is projection schematic side view.
Figure 14 is coupling assembling schematic diagram in embodiment 1.
Figure 15 is connecting base structure schematic diagram.
Figure 16 is connector structural representation.
Figure 17 is coupling assembling schematic diagram in embodiment 2.
Figure 18 is prefabricated frame trestle and prefabricated frame is set a roof beam in place and floor junction pitted skin shrinkage pool schematic diagram.
Figure 19 is precast frame column end pitted skin shrinkage pool schematic diagram.
In figure 1, prefabricated frame is set a roof beam in place, 2, second coupling assembling, 201, top dowel, 202, stirrup, 203, support end, 204, beam shrinkage pool, 3, prefabricated frame trestle, 301, longitudinal shrinkage pool, 302, grouting cavity, 303, upper prop shrinkage pool, 304, sleeve, 305, post shrinkage pool, 306, muscle indulged by post, 307, reinforcing bar, 4, first coupling assembling, 5, projection, 501, L shaped plate, 502, installing hole, 503, side plate, 6, Connection Block, 601, installing hole, 602, screwed hole, 603, groove, 7, connector, 8, 3rd coupling assembling, 9, high-strength bolt, 10, installing sleeve, 11, connecting rod, 12, high-strength bolt, A, pitted skin pit.
Detailed description of the invention
Illustrate selected embodiment of the present invention referring now to Figure of description, those skilled in the art illustrate it is only exemplary according to the subordinate of embodiments of the invention of the present disclosure, the scheme be not meant to limit the present invention.
Embodiment 1
Be easy to fabrication and installation precast frame system with reference to 1 one kinds, accompanying drawing, prefabricated frame trestle 3 and prefabricated frame set a roof beam in place 1, prefabricated frame trestle 3 are provided with projection 5; Prefabricated frame 1 two ends of setting a roof beam in place have and protrude the support end 203 of its end face, and the support end 203 of Vierendeel girder is arranged on projection 5; Projection 5 and support end 203 are fixed by rear pouring concrete.
With reference to accompanying drawing 2, Fig. 3, Fig. 4, Fig. 5, prefabricated frame is set a roof beam in place in 1 and is arranged beam longitudinal reinforcement, and prefabricated frame 1 both ends of setting a roof beam in place are provided with multiple beam shrinkage pool 204, and beam longitudinal reinforcement end is positioned at beam shrinkage pool 204, but outstanding beam-ends face; The anchor bar corresponding with beam longitudinal reinforcement is established in prefabricated frame trestle 3 and prefabricated frame 1 corresponding position of setting a roof beam in place, and anchor bar is positioned at post shrinkage pool 305, but outstanding prefabricated frame trestle 3 side; Beam longitudinal reinforcement is connected by the first coupling assembling 4 with anchor bar.
With reference to accompanying drawing 2, Fig. 3, Fig. 4, Fig. 5, prefabricated frame is set a roof beam in place and 1 is also included multiple tops dowel 201, and top dowel 201 is arranged along its length, and is positioned at prefabricated frame and sets a roof beam in place above 1, and sets a roof beam in place through stirrup 202 and prefabricated frame and 1 to be connected; Establish the upper anchor bar corresponding with top dowel 201 in prefabricated frame trestle 3 is provided with, upper anchor bar is positioned at upper prop shrinkage pool 303, but not outstanding prefabricated frame trestle 3 side; Top dowel 201 is connected by the second coupling assembling 2 with upper anchor bar.
With reference to accompanying drawing 6, Fig. 7, Fig. 8, Fig. 9, Figure 10, prefabricated frame trestle 3 is provided with the hollow and thin-walled structure of grouting cavity 302 in being, be provided with multiple post in the thin-walled of prefabricated frame trestle 3 along its length and indulge muscle, prefabricated frame trestle 3 two ends are provided with multiple longitudinal shrinkage pool 301, post is indulged muscle end and is positioned at longitudinal shrinkage pool 301, but not outstanding longitudinal shrinkage pool 301; The studding of contiguous prefabricated frame column 3 is indulged muscle and is connected through the 3rd coupling assembling 8.
In the present embodiment, beam shrinkage pool 204, post shrinkage pool 305 and longitudinal shrinkage pool 301 cross section are hemispherical or taper type or square.
With reference to Figure 11, Figure 12, Figure 13, projection 5 comprises inverted L-shaped plate 501 and biside plate 503, and inverted L-shaped plate 501 vertical portion has installing hole 502.Corresponding prefabricated frame trestle 3 is provided with the reinforcing bar 307 of multiple band sleeve 304, not outstanding prefabricated frame trestle 3 side of sleeve 304, projection 5 is connected with this sleeve 304 through installing hole 502 by high-strength bolt 9.
With reference to figure 14-16, the first coupling assembling 4, second coupling assembling 2 and the 3rd coupling assembling 8 include Connection Block 6 and connector 7; Connection Block 6 one end is provided with recessed in the groove 603 on surface, there is the installing hole 601 communicated with groove 603 groove 63 side, this installing hole 601 axis is mutually vertical with groove cross section, and the Connection Block other end is provided with screwed hole 602 and the bar connecting needing the precast unit be connected; Connector 7 comprises one with externally threaded connecting portion 701 and a sliding part 702 coordinated with the installing hole 601 of Connection Block 6, and connecting portion 701 adopts sleeve connection with the reinforcing bar of another precast unit for being connected.
With reference to accompanying drawing 18, Figure 19, precast concrete column 3 both ends of the surface, prefabricated frame trestle 3 and prefabricated frame 2 connecting portions, prefabricated frame trestle 3 and floor connecting portion and prefabricated frame 2 both ends of the surface surfaces of setting a roof beam in place of setting a roof beam in place arrange multiple pitted skin pit A, are connected with concrete to increase it.
Be easy to a construction method for fabrication and installation precast frame system, comprise the following steps:
1) on basis, indulge the vertical muscle unwrapping wire that muscle is connected locate with the post of prefabricated frame trestle 3;
2) prefabricated frame trestle 3 and prefabricated frame are set a roof beam in place and 1 are transported to scene, lift;
3) prefabricated frame trestle 3 located on basis, connected by connector, install;
4) connecting portion setting tool template, concrete perfusion in the grouting cavity 302 of prefabricated frame trestle 3;
5) hoisting prefabricated Vierendeel girder 1,1 support end 203 of being set a roof beam in place by prefabricated frame is placed on prefabricated frame trestle 3 projection 5, location;
6) the top dowel 201 of 1 of being set a roof beam in place by prefabricated frame is connected by the second coupling assembling 2 by with the upper fixing reinforcing bar of prefabricated frame trestle 3; The prefabricated frame beam steel of 1 of setting a roof beam in place is connected by the first coupling assembling 4 with the fixing reinforcing bar of prefabricated frame trestle 3; And setting tool template;
7) laminated floor slab or assembled integral floor is lifted;
8) set a roof beam in place to prefabricated frame and 1 to set a roof beam in place 1 connecting portion, floor overlapping layers concrete perfusion with prefabricated frame trestle 3 connecting portion, floor and prefabricated frame;
9) repeat 2 to 8 each steps, carry out lower one deck construction.
Embodiment 2
Include connecting rod 11 with reference to accompanying drawing 17, first coupling assembling 4, second coupling assembling 2 and the 3rd coupling assembling 8, connecting rod 11 two ends have been threaded connection installing sleeve 10, installing sleeve 10 other end and the bar connecting needing to be connected.Other are with embodiment 1.
The present invention does not have disclosed technical characteristic, is the known technology of the art.
The foregoing describe general principle of the present invention and advantage.The present invention is not restricted to the described embodiments, and is not departing from the prerequisite of the scope of the invention, and those skilled in the art can do many changes and improvements as required.Scope should be defined by appending claims and equivalent thereof.
Claims (9)
1. be easy to a fabrication and installation precast frame system, it is characterized in that: comprise prefabricated frame trestle and prefabricated frame is set a roof beam in place; Prefabricated frame trestle is provided with projection; Prefabricated frame two ends of setting a roof beam in place have and protrude the support end of its end face, and the support end of Vierendeel girder is arranged on projection; Projection and support end are fixed by rear pouring concrete; Prefabricated frame is set a roof beam in place and is interiorly arranged beam longitudinal reinforcement, and prefabricated frame both ends of setting a roof beam in place are provided with multiple beam shrinkage pool, and beam longitudinal reinforcement end is positioned at beam shrinkage pool, but outstanding precast frame beam-ends face; The anchor bar corresponding with beam longitudinal reinforcement is established in prefabricated frame trestle and prefabricated frame corresponding position of setting a roof beam in place, and anchor bar is positioned at post shrinkage pool, but outstanding prefabricated frame trestle side; Beam longitudinal reinforcement is connected by the first coupling assembling with anchor bar; Prefabricated frame is set a roof beam in place and is also included multiple tops longitudinal reinforcement, and setting a roof beam in place with prefabricated frame through stirrup is connected; Be provided with the upper anchor bar corresponding with top longitudinal reinforcement in prefabricated frame trestle, upper anchor bar is positioned at post shrinkage pool, but not outstanding prefabricated frame trestle side; Top longitudinal rib is connected by the second coupling assembling with upper anchor bar.
2. be according to claim 1ly easy to fabrication and installation precast frame system, it is characterized in that: prefabricated frame trestle arranges the position of projection, arrange the reinforcing bar of multiple band sleeve, the outstanding prefabricated frame trestle side of sleeve, projection is by high-strength bolt and this sleeve connection.
3. be according to claim 2ly easy to fabrication and installation precast frame system, it is characterized in that: prefabricated frame trestle is provided with the hollow and thin-walled structure of grouting cavity in being, be provided with multiple post in the thin-walled of prefabricated frame trestle along its length and indulge muscle, prefabricated frame trestle both ends of the surface are provided with multiple longitudinal shrinkage pool, post is indulged muscle two ends and is positioned at longitudinal shrinkage pool, but not outstanding prefabricated frame trestle both ends of the surface; The studding of contiguous prefabricated frame column is indulged muscle and is connected through the 3rd coupling assembling.
4. be according to claim 3ly easy to fabrication and installation precast frame system, it is characterized in that: the termination that beam longitudinal reinforcement, post indulge muscle and anchor bar is equipped with external screw thread.
5. be according to claim 3ly easy to fabrication and installation precast frame system, it is characterized in that: beam shrinkage pool, post shrinkage pool and longitudinal shrinkage pool shape are hemispherical or taper type or square.
6. be according to claim 3ly easy to fabrication and installation precast frame system, it is characterized in that: the first coupling assembling, the second coupling assembling and the 3rd coupling assembling include connecting rod, connecting rod two ends have been threaded connection installing sleeve, the installing sleeve other end and the bar connecting needing to be connected.
7. be according to claim 3ly easy to fabrication and installation precast frame system, it is characterized in that: the first coupling assembling, the second coupling assembling and the 3rd coupling assembling include Connection Block and connector; Connection Block one end is provided with recessed in the groove on surface, and there is the installing hole communicated with groove groove side, and this installing hole axis is mutually vertical with groove cross section, and the Connection Block other end is provided with screwed hole and the bar connecting needing the precast unit be connected; Connector comprises one with externally threaded connecting portion and a sliding part coordinated with the installing hole of Connection Block, and connecting portion adopts sleeve connection with the reinforcing bar of another precast unit for being connected.
8. be according to claim 1ly easy to fabrication and installation precast frame system, it is characterized in that: precast concrete column both ends of the surface, prefabricated frame trestle and prefabricated frame connecting portion, prefabricated frame trestle and floor connecting portion and prefabricated frame both ends of the surface surface of setting a roof beam in place of setting a roof beam in place arranges multiple pitted skin pit.
9. be easy to a construction method for fabrication and installation precast frame system described in claim 3, it is characterized in that comprising the following steps:
1) corresponding with the vertical muscle of prefabricated frame trestle on basis basis is indulged muscle unwrapping wire and is located;
2) prefabricated frame trestle and prefabricated frame are set a roof beam in place and are transported to scene, lift;
3) prefabricated frame trestle located on basis, connected by connector, install;
4) connecting portion setting tool template, concrete perfusion in the grouting cavity of prefabricated frame trestle;
5) hoisting prefabricated Vierendeel girder, support end of being set a roof beam in place by prefabricated frame is placed on prefabricated frame trestle projection, location;
6) the top longitudinal reinforcement of being set a roof beam in place by prefabricated frame is connected by the second coupling assembling with the upper anchor bar of prefabricated frame trestle; Beam longitudinal reinforcement is connected by the first coupling assembling with anchor bar; And setting tool template;
7) laminated floor slab or assembled integral floor is lifted;
8) to set a roof beam in place connecting portion, the floor overlapping layers concrete perfusion of setting a roof beam in place with prefabricated frame trestle connecting portion, floor and prefabricated frame to prefabricated frame;
9) repeat 2 to 8 each steps, carry out lower one deck construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410266467.0A CN104005476B (en) | 2014-06-16 | 2014-06-16 | Be easy to fabrication and installation precast frame system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410266467.0A CN104005476B (en) | 2014-06-16 | 2014-06-16 | Be easy to fabrication and installation precast frame system and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104005476A CN104005476A (en) | 2014-08-27 |
| CN104005476B true CN104005476B (en) | 2016-03-02 |
Family
ID=51366362
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410266467.0A Active CN104005476B (en) | 2014-06-16 | 2014-06-16 | Be easy to fabrication and installation precast frame system and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104005476B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863048B (en) * | 2016-05-26 | 2017-12-19 | 中船第九设计研究院工程有限公司 | A kind of connecting structure of prefabricated frame support structure bean column node |
| CN106121033A (en) * | 2016-08-12 | 2016-11-16 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of solid superstructure post and lintel system |
| CN111094671A (en) * | 2017-01-10 | 2020-05-01 | 鲍里斯·金姆 | Construction method of prefabricated beamless frame building with power base |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0533388A (en) * | 1991-07-31 | 1993-02-09 | Oak Sekkei:Kk | Joining section of precast reinforced concrete construction |
| CL2012002623A1 (en) * | 2012-09-21 | 2013-08-30 | Soluciones Integrales De Reduccion De Vibraciones | Beam and column connection system that allows the transmission of efforts between them, where the beam and the column have steel reinforcement and concrete body comprising a permanent console formed by at least one metal plate, partially inserted in the column and anchored to this one that extends outwards of the column to support the beam; column beam connection method. |
| CN203238769U (en) * | 2013-01-15 | 2013-10-16 | 中南大学 | House building assembled by prefabricated space frame sub structures |
| CN103541433B (en) * | 2013-09-22 | 2015-12-09 | 沈阳建筑大学 | Assembly concrete hook-hang type node |
| CN103741792B (en) * | 2014-01-02 | 2015-10-28 | 王睿敏 | Overall assembling frame system and construction method |
| CN103835441A (en) * | 2014-01-23 | 2014-06-04 | 王睿敏 | Rebar mechanical joint element used for precast reinforced concrete member and installing method thereof |
| CN203924337U (en) * | 2014-06-16 | 2014-11-05 | 王睿敏 | Be easy to fabrication and installation precast frame system |
-
2014
- 2014-06-16 CN CN201410266467.0A patent/CN104005476B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN104005476A (en) | 2014-08-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103741792B (en) | Overall assembling frame system and construction method | |
| CN104912190B (en) | Dry type joggle frame structure | |
| WO2018196151A1 (en) | Prefabricated cavity-type perpend forming concrete shear wall | |
| CN101769008B (en) | Method for constructing quake-proof masonry house by utilizing prefabricated constructional column ring beams | |
| CN203320738U (en) | Assembled concrete frame-shear wall structure | |
| CN107143034A (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| CN201217898Y (en) | Concrete prefabricated stairs | |
| CN203097016U (en) | Assembled-type concrete frame shear wall structure | |
| CN201635388U (en) | Unilateral supporting formwork system for cast-in-place concrete arc outer wall | |
| CN202831296U (en) | Assembled spliced connecting structure of concrete frame-shear wall and structure constructed | |
| CN102733606A (en) | Construction method of high large cantilever structure | |
| CN203452228U (en) | Frame-shear wall architectural structure | |
| CN105239726B (en) | The prefabricated combined special-shaped power consumption post of steel reinforced concrete | |
| CN105220792B (en) | A kind of prefabricated concealed bracings energy-consuming shear wall and its assemble method | |
| CN104005476B (en) | Be easy to fabrication and installation precast frame system and construction method | |
| CN104005475B (en) | Easy-to-install open tubular column assembling frame system and construction method | |
| CN103741883B (en) | Prefabricated reinforced concrete column template and preparation method thereof | |
| CN206053079U (en) | A kind of Fabricated Beam-Slab integrated combination superstructure | |
| CN203716289U (en) | Overall fabricated type frame system | |
| CN210459769U (en) | Prefabricated hollow column and assembled concrete column | |
| CN104047381B (en) | Assembled integral rare-reinforcement concrete shear wall structure | |
| CN203924337U (en) | Be easy to fabrication and installation precast frame system | |
| CN203905172U (en) | Hollow column assembly type frame system easy to install | |
| CN107023078B (en) | Assembled cast-in-situ combined type superposed box net beam floor and construction method | |
| CN214035078U (en) | Light prefabricated enclosure wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG RUIMIN Effective date: 20150121 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 250001 JINAN, SHANDONG PROVINCE TO: 250101 JINAN, SHANDONG PROVINCE |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20150121 Address after: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Applicant after: Shandong Lijiu Building Technology Co., Ltd. Address before: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Applicant before: Wang Ruimin |
|
| ASS | Succession or assignment of patent right |
Owner name: WANG RUIMIN Free format text: FORMER OWNER: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Effective date: 20150618 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20150618 Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Applicant after: Wang Ruimin Address before: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Applicant before: Shandong Lijiu Building Technology Co., Ltd. |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Quanliang Inventor after: Wang Ruimin Inventor before: Wang Ruimin |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170307 Address after: 250101 Shandong city of Ji'nan province high tech Zone ten road B Olympic Plaza No. 5777 block 601 days Patentee after: SHANDONG LIANFANG INFORMATION TECHNOLOGY CO., LTD. Address before: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Patentee before: Wang Ruimin |
|
| TR01 | Transfer of patent right |