CN107558663A - A kind of modularization precast beam system - Google Patents
A kind of modularization precast beam system Download PDFInfo
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- CN107558663A CN107558663A CN201710945455.4A CN201710945455A CN107558663A CN 107558663 A CN107558663 A CN 107558663A CN 201710945455 A CN201710945455 A CN 201710945455A CN 107558663 A CN107558663 A CN 107558663A
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- 238000010276 construction Methods 0.000 abstract description 12
- 238000003912 environmental pollution Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 abstract description 3
- 239000011178 precast concrete Substances 0.000 abstract description 2
- 239000002699 waste material Substances 0.000 description 5
- 244000062793 Sorghum vulgare Species 0.000 description 4
- 235000019713 millet Nutrition 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 239000000428 dust Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The invention belongs to precast concrete house technical field of structures, more particularly to a kind of modularization precast beam system.Modularization precast beam system includes multiple yi word pattern node beams, multiple T fonts node beams and multiple L fonts node beams.It is fixedly connected between two adjacent yi word pattern node beams；It is fixedly connected between two adjacent T font node beams, is fixedly connected between adjacent T font node beams and yi word pattern node beam；Each L fonts node beam is located at corner, is fixedly connected between adjacent L font node beams and yi word pattern node beam, is fixedly connected between adjacent L font node beams and T font node beams；Each yi word pattern node beam, each T fonts node beam and each L fonts node beam are fixedly connected with wallboard and floor.Construction quality can be improved using the precast beam system of the program, shorten construction period, and material can be saved, reduced environmental pollution.
Description
Technical field
The invention belongs to precast concrete house technical field of structures, more particularly to a kind of modularization precast beam system.
Background technology
With social progress, the house built at present is mostly reinforced concrete structure, the earthquake-resistant building of this structure
Can be good, refractory ability is strong, service life length, and application is more and more extensive.When building house, due to joist support carry building frame and
The total weight of floor, it is one of part mostly important during house is built.
During conventional house is built, more by the way of beam is made, first assembling reinforcement, then casting concrete, but adopt
Many problems are commonly encountered with which, uneven, reinforcing bar skew is such as poured or voids and pits, and job site feelings occurs
Condition is complicated, and article is mixed and disorderly, and working space is also frequently subjected to limit, and causes to waste time and energy, and construction speed is slow, and housing quality can not
Ensure.Another mode for making beam is prefabricated in advance to complete to pour in factory, then transport to job site at present, then
It is connected with building frame, but docking between beam and beam, between beam and wallboard or between beam and floor often occurs in this mode
Inaccurate situation so that attachment structure built on the sand, influences construction quality, delays construction speed.
The content of the invention
In view of this, the embodiments of the invention provide a kind of modularization precast beam system, to solve prior art central sill
Make or wasted time and energy in constructing, connect unsteady problem.
To reach above-mentioned purpose, the technical solution adopted in the present invention is：
A kind of modularization precast beam system, including：
Multiple yi word pattern node beams, it is fixedly connected between adjacent two yi word pattern node beams；
Multiple T fonts node beams, it is fixedly connected between adjacent two T fonts node beams, the adjacent T fonts
It is fixedly connected between node beam and the yi word pattern node beam；With
Multiple L fonts node beams, each L fonts node beam are located at corner, the adjacent L fonts node beam and
It is fixedly connected between the yi word pattern node beam, it is fixed between the adjacent L fonts node beam and the T fonts node beam to connect
Connect；
Each yi word pattern node beam, each T fonts node beam and each L fonts node beam be adapted to
Wallboard is fixedly connected, and each yi word pattern node beam, each T fonts node beam and each L fonts node beam are equal
Suitable for being fixedly connected with floor.
Further, each yi word pattern node beam includes：
First beam body, floor projection are in-line；With
Two the first Bolt plates, the both ends of first beam body are fixedly connected with each first Bolt plate respectively；
It is fixedly connected between two adjacent yi word pattern node beams by first Bolt plate, each described first
Beam body is suitable to be fixedly connected with wallboard, and each first beam body is suitable to be fixedly connected with floor.
Further, multiple first bolts hole, first beam body and wall are vertically provided with first beam body
It is bolted between plate, bolt passes through first bolt hole.
Further, the side of first beam body is provided with first boss, and the floor is overlapped in the first boss；
First beam body is provided with multiple second bolts hole in the horizontal direction, is connected between first beam body and the floor by bolt
Connect, bolt passes through second bolt hole.
Further, each T fonts node beam includes：
Second beam body, floor projection are T-shaped；With
Three the second Bolt plates, three ends of second beam body are fixed with each second Bolt plate respectively to be connected
Connect；
It is fixedly connected between two adjacent T fonts node beams by second Bolt plate, the adjacent T words
It is fixedly connected between type node beam and the yi word pattern node beam by second Bolt plate, each second beam body is suitable to
It is fixedly connected with wallboard, each second beam body is suitable to be fixedly connected with floor.
Further, multiple 3rd bolts hole, second beam body and institute are vertically provided with second beam body
State and be bolted between wallboard, bolt passes through the 3rd bolt hole.
Further, the lateral wall of second beam body is provided with second boss, and it is convex that the floor is overlapped on described second
On platform；Second beam body is provided with multiple 4th bolts hole in the horizontal direction, passes through between second beam body and the floor
Bolt connection, bolt pass through the 4th bolt hole.
Further, each L fonts node beam includes：
3rd beam body, floor projection are L-shaped；With
Two the 3rd Bolt plates, two ends of the 3rd beam body are fixed with each 3rd Bolt plate respectively to be connected
Connect；
The L fonts node beam and institute between the adjacent L fonts node beam and the yi word pattern node beam, adjacent
State and be fixedly connected by the 3rd Bolt plate between T font node beams, each 3rd beam body is suitable to fix with wallboard
Connection, each 3rd beam body are suitable to be fixedly connected with floor.
Further, multiple 5th bolts hole, the 3rd beam body and institute are vertically provided with the 3rd beam body
State and be bolted between wallboard, bolt passes through the 5th bolt hole.
Further, the lateral wall of the 3rd beam body is provided with the 3rd boss, and it is convex that the floor is overlapped on the described 3rd
On platform；3rd beam body is provided with multiple 6th bolts hole in the horizontal direction, passes through between the 3rd beam body and the floor
Bolt connection, bolt pass through the 6th bolt hole.
By adopting the above-described technical solution, the technological progress that the present invention obtains is：
It is fixedly connected between two adjacent yi word pattern node beams, is fixedly connected between adjacent two T font node beams,
Be fixedly connected between adjacent T font node beams and yi word pattern node beam, adjacent L font node beams and yi word pattern node beam it
Between be fixedly connected, be fixedly connected between adjacent L font node beams and T font node beams, each node beam assembly gets up to be formed
Collar tie beam, its floor projection is consistent with the layout in house, forms the framework in house.
Wallboard is located at house surrounding, is vertically arranged, each yi word pattern node beam, each T fonts node beam and each L fonts
Node beam is fixedly connected with wallboard, and the wallboard of external wall of house is linked to be an entirety by the precast beam system, forms stress wall system
System.Floor is located inside house, is horizontally disposed with, each yi word pattern node beam, each T fonts node beam and each L fonts node
Liang Jun is fixedly connected with floor, therefore each node fine strain of millet supports each piece of floor, and floor is linked to be into overall structure, forms stressed plate
System.
It is using beneficial effect caused by above-mentioned technical proposal：Using the program precast beam system can quickly,
The firm framework for erecting house, and between Liang Yuliang, beam and connection between wallboard and beam and floor it is accurate, steady
It is fixed, firm.Beam, wallboard and floor can be prefabricated in factory's mass, modularization, live construction content be entirely build and
Assembly working, construction period, and the clean and tidy free from dust of operating environment are shortened, all material customization processing is without waste, green ring
Protect without building waste, reduce environmental pollution.
Brief description of the drawings
Technical scheme in order to illustrate the embodiments of the present invention more clearly, make required in being described below to embodiment
Accompanying drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the present invention, for
For those of ordinary skill in the art, without having to pay creative labor, it can also be obtained according to these accompanying drawings
His accompanying drawing.
Fig. 1 is the top view of precast beam system provided in an embodiment of the present invention；
Fig. 2 is the front view of precast beam system provided in an embodiment of the present invention；
Fig. 3 is the front view of yi word pattern node beam provided in an embodiment of the present invention；
Fig. 4 is the top view of yi word pattern node beam provided in an embodiment of the present invention；
Fig. 5 is the A of yi word pattern node beam provided in an embodiment of the present invention to sectional view；
Fig. 6 is the front view of T fonts node beam provided in an embodiment of the present invention；
Fig. 7 is the top view of T fonts node beam provided in an embodiment of the present invention；
Fig. 8 is the A of T fonts node beam provided in an embodiment of the present invention to sectional view；
Fig. 9 is the front view of L fonts node beam provided in an embodiment of the present invention；
Figure 10 is the top view of L fonts node beam provided in an embodiment of the present invention；
Figure 11 is the A of L fonts node beam provided in an embodiment of the present invention to sectional view.
Description of reference numerals：
10- yi word pattern node beams, the beam bodies of 11- first, the Bolt plates of 12- first, the bolts hole of 111- first, 112- first are convex
Platform, the bolts hole of 113- second, 20-T font node beams, the beam bodies of 21- second, the Bolt plates of 22- second, the bolts hole of 211- the 3rd,
212- second boss, the bolts hole of 213- the 4th, 30-L font node beams, the beam bodies of 31- the 3rd, the Bolt plates of 32- the 3rd, 311- the 5th
Bolt hole, the boss of 312- the 3rd, the bolts hole of 313- the 6th, 40- wallboards, 50- floors.
Embodiment
In describing below, in order to illustrate rather than in order to limit, it is proposed that such as tool of particular system structure, technology etc
Body details, thoroughly to understand the embodiment of the present invention.However, it will be clear to one skilled in the art that there is no these specific
The present invention can also be realized in the other embodiments of details.In other situations, omit to well-known system, device, electricity
Road and the detailed description of method, in case unnecessary details hinders description of the invention.
In order to illustrate technical solutions according to the invention, illustrated below by specific embodiment.
The embodiments of the invention provide a kind of modularization precast beam system, and with reference to shown in Fig. 1 and Fig. 2, a kind of modularization is pre-
Beam body system processed includes multiple yi word pattern node beams 10, multiple T fonts node beams 20 and multiple L fonts node beams 30.Adjacent two
It is fixedly connected between the individual yi word pattern node beam 10.It is fixedly connected between two adjacent T fonts node beams 20, it is adjacent
The T fonts node beam 20 and the yi word pattern node beam 10 between be fixedly connected.Each L fonts node beam 30 is located at
Corner, it is fixedly connected between the adjacent L fonts node beam 30 and the yi word pattern node beam 10, the adjacent L words
It is fixedly connected between type node beam 30 and the T fonts node beam 20.Each yi word pattern node beam 10, each T words
Type node beam 20 and each L fonts node beam 30 are adapted to be fixedly connected with wallboard 40, each yi word pattern node beam
10th, each T fonts node beam 20 and each L fonts node beam 30 are adapted to be fixedly connected with floor 50.
Each yi word pattern node beam 10, each T fonts node beam 20 and each assembly of L fonts node beam 30 get up to form circle
Beam, its floor projection is consistent with the layout in house, forms the framework in house.Wallboard 40 is located at house surrounding, is vertically arranged, each
Yi word pattern node beam 10, each T fonts node beam 20 and each L fonts node beam 30 are fixedly connected with wallboard 40, by house
The wallboard 40 of exterior wall is linked to be an entirety, forms stress wall system.Floor 50 is located inside house, is horizontally disposed with, each word
Type node beam 10, each T fonts node beam 20 and each L fonts node beam 30 are fixedly connected with floor 50, therefore each section
Point fine strain of millet supports each piece of floor 50, and floor 50 is linked to be into overall structure, forms stressed plate system.
In actual applications, yi word pattern node beam 10, T font nodes beam 20 and L font nodes beam 30 can be free groups
Close, be assembled into different frameworks.In use, according to the size and shape in room, using the combination of different node fine strain of millet, such as
It is fixedly connected between two pieces of adjacent yi word pattern node beams 10, between adjacent yi word pattern node beam 10 and T font nodes beam 20
It is fixedly connected, is fixedly connected between adjacent yi word pattern node beam 10 and L font nodes beam 30, adjacent two pieces of T font nodes
It is fixedly connected, is fixedly connected between adjacent T font nodes beam 20 and L font nodes beam 30, adjacent two pieces of L words between beam 20
It is fixedly connected between type node beam 30.The usage quantity and erection method of each node fine strain of millet can independent assortment, according to actual need
Depending on asking.
As a kind of embodiment, with reference to shown in Fig. 3 and Fig. 4, each yi word pattern node beam 10 includes the first beam body 11
With two the first Bolt plates 12.The floor projection of first beam body 11 is in-line.The both ends of first beam body 11 respectively with respectively
Individual first Bolt plate 12 is fixedly connected.Pass through first Bolt plate between two adjacent yi word pattern node beams 10
12 are fixedly connected, and each first beam body 11 is suitable to be fixedly connected with wallboard 40, and each first beam body 11 is suitable to and building
Plate 50 is fixedly connected.
It can be understood according to Fig. 4 and learnt, the floor projection of the first beam body 11 is in-line, and both ends connect the first bolt respectively
Plate 12.When adjacent two pieces of yi word pattern node beams 10 connection, two piece of first adjacent Bolt plate 12 is fixed up, can
Using welding, riveting or bolt connection, in construction, to use more and be used after two pieces of first adjacent Bolt plates 12 are superimposed
The mode that bolt is fixedly connected.
Specifically, with reference to shown in Fig. 3 and Fig. 4, multiple first bolts hole are vertically provided with first beam body 11
111, it is bolted between first beam body 11 and wallboard 40, bolt passes through first bolt hole 111.Specifically,
With reference to shown in Fig. 5, the side of first beam body 11 is provided with first boss 112, and the floor 50 is overlapped on the first boss
On 112.First beam body 11 is provided with multiple second bolts hole 113, first beam body 11 and the floor in the horizontal direction
It is bolted between 50, bolt passes through second bolt hole 113.
The first beam body 11 is connected with wallboard 40 by the bolt being vertically arranged, forms the external wall structure in house.The
First boss 112 in one beam body 11 is played a supporting role to floor 50, then by horizontally disposed bolt by the first beam body 11
Connected with floor 50, form the stress harden structure in house.Each first beam body 11, each wallboard 40 and each floor 50
Assemble, form overall structure.
As a kind of embodiment, with reference to shown in Fig. 6 and Fig. 7, each T fonts node beam 20 includes the He of the second beam body 21
Three the second Bolt plates 22.The floor projection of second beam body 21 is T-shaped.Three ends of second beam body 21 respectively with it is each
Second Bolt plate 22 is fixedly connected.Pass through second Bolt plate 22 between two adjacent T fonts node beams 20
It is fixedly connected, passes through second Bolt plate 22 between the adjacent T fonts node beam 20 and the yi word pattern node beam 10
It is fixedly connected, each second beam body 21 is suitable to be fixedly connected with wallboard 40, and each second beam body 21 is suitable to and floor
50 are fixedly connected.
It can be understood according to Fig. 7 and learnt, the floor projection of the second beam body 21 is T-shaped, and three ends connect second respectively
Bolt plate 22.When adjacent two pieces of T font nodes beams 20 connection, two piece of second adjacent Bolt plate 22 is fixed up i.e.
Can, welding, riveting or bolt connection can be used, in construction, two pieces of second adjacent Bolt plates 22 are superimposed more by use
The mode being fixedly connected afterwards using bolt.When being connected between adjacent yi word pattern node beam 10 and T font nodes beam 20, preferably
, the first Bolt plate 12 on adjacent yi word pattern node beam 10 is superimposed with the second Bolt plate 22 on T font nodes beam 20
Get up, reuse bolt connection, it is more convenient, fast.
Specifically, with reference to shown in Fig. 6 and Fig. 7, multiple 3rd bolts hole are vertically provided with second beam body 21
211, it is bolted between second beam body 21 and the wallboard 40, bolt passes through the 3rd bolt hole 211.Specifically
, with reference to shown in Fig. 8, the lateral wall of second beam body 21 is provided with second boss 212, and the floor 50 is overlapped on described
On two boss 212.Second beam body 21 is provided with multiple 4th bolts hole 213, second beam body 21 and institute in the horizontal direction
State and be bolted between floor 50, bolt passes through the 4th bolt hole 213.
The second beam body 21 is connected with wallboard 40 by the bolt being vertically arranged, forms the external wall structure in house.The
Second boss 212 in two beam bodies 21 is played a supporting role to floor 50, then by horizontally disposed bolt by the second beam body 21
Connected with floor 50, form the stress harden structure in house.Each second beam body 21, each wallboard 40 and each floor 50
Assemble, form overall structure.
As a kind of embodiment, with reference to shown in Fig. 9 and Figure 10, each L fonts node beam 30 includes the 3rd beam body 31
With two the 3rd Bolt plates 32.The floor projection of 3rd beam body 31 is L-shaped.Two ends of the 3rd beam body 31 respectively with respectively
Individual 3rd Bolt plate 32 is fixedly connected.Between the adjacent L fonts node beam 30 and the yi word pattern node beam 10, phase
It is fixedly connected between the adjacent L fonts node beam 30 and the T fonts node beam 20 by the 3rd Bolt plate 32, respectively
Individual 3rd beam body 31 is suitable to be fixedly connected with wallboard 40, and each 3rd beam body 31 is suitable to be fixedly connected with floor 50.
It can be understood according to Figure 10 and learnt, the floor projection of the 3rd beam body 31 is L-shaped, and two ends connect the 3rd respectively
Bolt plate 32.When adjacent two pieces of L font nodes beams 30 connection, two piece of the 3rd adjacent Bolt plate 32 is fixed up i.e.
Can, welding, riveting or bolt connection can be used, in construction, two pieces of the 3rd adjacent Bolt plates 32 are superimposed more by use
The mode being fixedly connected afterwards using bolt.When being connected between adjacent yi word pattern node beam 10 and L font nodes beam 30, preferably
, the first Bolt plate 12 on adjacent yi word pattern node beam 10 is superimposed with the 3rd Bolt plate 32 on L font nodes beam 30
Get up, reuse bolt connection, it is more convenient, fast.Connect when between adjacent T font nodes beam 20 and L font nodes beam 30
When connecing, it is preferred that by the second Bolt plate 22 on adjacent T font nodes beam 20 and the 3rd bolt on L font nodes beam 30
Plate 32 stacks up, and reuses bolt connection, more convenient, fast.
Specifically, with reference to shown in Fig. 9 and Figure 10, multiple 5th bolts hole are vertically provided with the 3rd beam body 31
311, it is bolted between the 3rd beam body 31 and the wallboard 40, bolt passes through the 5th bolt hole 311.Specifically
, with reference to shown in Figure 11, the lateral wall of the 3rd beam body 31 is provided with the 3rd boss 312, and the floor 50 is overlapped on described
On 3rd boss 312.3rd beam body 31 is provided with multiple 6th bolts hole 313 in the horizontal direction, the 3rd beam body 31 with
It is bolted between the floor 50, bolt passes through the 6th bolt hole 313.
The 3rd beam body 31 is connected with wallboard 40 by the bolt being vertically arranged, forms the external wall structure in house.The
The 3rd boss 312 in three beam bodies 31 is played a supporting role to floor 50, then by horizontally disposed bolt by the 3rd beam body 31
Connected with floor 50, form the stress harden structure in house.Each 3rd beam body 31, each wallboard 40 and each floor 50
Assemble, form overall structure.
The framework in house can fast, stably be erected using the precast beam system of the program, and between Liang Yuliang,
Beam and connection between wallboard and beam and floor it is accurate, stably, it is firm.Yi word pattern node beam 10, T font nodes beam 20, L
Font node beam 30, wallboard 40 and floor 50 can be prefabricated in factory's mass, modularization, and live construction content is entirely
Build and assembly working, shorten construction period, and the clean and tidy free from dust of operating environment, all material customization processing without waste,
Green no building waste, reduces environmental pollution.
Embodiment described above is merely illustrative of the technical solution of the present invention, rather than its limitations；Although with reference to foregoing reality
Example is applied the present invention is described in detail, it will be understood by those within the art that：It still can be to foregoing each
Technical scheme described in embodiment is modified, or carries out equivalent substitution to which part technical characteristic；And these are changed
Or replace, the essence of appropriate technical solution is departed from the spirit and scope of various embodiments of the present invention technical scheme, all should
Within protection scope of the present invention.
Claims (10)
- A kind of 1. modularization precast beam system, it is characterised in that including：Multiple yi word pattern node beams, it is fixedly connected between adjacent two yi word pattern node beams；Multiple T fonts node beams, it is fixedly connected between adjacent two T fonts node beams, the adjacent T fonts node It is fixedly connected between beam and the yi word pattern node beam；WithMultiple L fonts node beams, each L fonts node beam are located at corner, the adjacent L fonts node beam and described It is fixedly connected between yi word pattern node beam, is fixedly connected between the adjacent L fonts node beam and the T fonts node beam；Each yi word pattern node beam, each T fonts node beam and each L fonts node beam is adapted to and wallboard It is fixedly connected, each yi word pattern node beam, each T fonts node beam and each L fonts node beam are adapted to It is fixedly connected with floor.
- A kind of 2. modularization precast beam system according to claim 1, it is characterised in that each yi word pattern node beam Including：First beam body, floor projection are in-line；WithTwo the first Bolt plates, the both ends of first beam body are fixedly connected with each first Bolt plate respectively；It is fixedly connected between two adjacent yi word pattern node beams by first Bolt plate, each first beam body Suitable for being fixedly connected with wallboard, each first beam body is suitable to be fixedly connected with floor.
- A kind of 3. modularization precast beam system according to claim 2, it is characterised in that：Along vertical in first beam body Direction is provided with multiple first bolts hole, is bolted between first beam body and wallboard, and bolt passes through first spiral shell Keyhole.
- A kind of 4. modularization precast beam system according to claim 2, it is characterised in that：The side of first beam body is set There is first boss, the floor is overlapped in the first boss；First beam body is provided with multiple second spiral shells in the horizontal direction Keyhole, it is bolted between first beam body and the floor, bolt passes through second bolt hole.
- A kind of 5. modularization precast beam system according to claim 1, it is characterised in that each T fonts node beam Including：Second beam body, floor projection are T-shaped；WithThree the second Bolt plates, three ends of second beam body are fixedly connected with each second Bolt plate respectively；It is fixedly connected between two adjacent T fonts node beams by second Bolt plate, the adjacent T fonts section It is fixedly connected between point beam and the yi word pattern node beam by second Bolt plate, each second beam body is suitable to and wall Plate is fixedly connected, and each second beam body is suitable to be fixedly connected with floor.
- A kind of 6. modularization precast beam system according to claim 5, it is characterised in that：Along vertical in second beam body Direction is provided with multiple 3rd bolts hole, is bolted between second beam body and the wallboard, and bolt is through described the Three bolts hole.
- A kind of 7. modularization precast beam system according to claim 5, it is characterised in that：The lateral wall of second beam body Second boss is provided with, the floor is overlapped in the second boss；Second beam body is provided with multiple the in the horizontal direction Four bolts hole, it is bolted between second beam body and the floor, bolt passes through the 4th bolt hole.
- A kind of 8. modularization precast beam system according to claim 1, it is characterised in that each L fonts node beam Including：3rd beam body, floor projection are L-shaped；WithTwo the 3rd Bolt plates, two ends of the 3rd beam body are fixedly connected with each 3rd Bolt plate respectively；The L fonts node beam and the T between the adjacent L fonts node beam and the yi word pattern node beam, adjacent It is fixedly connected between font node beam by the 3rd Bolt plate, each 3rd beam body is suitable to fix with wallboard and connected Connect, each 3rd beam body is suitable to be fixedly connected with floor.
- A kind of 9. modularization precast beam system according to claim 8, it is characterised in that：Along vertical in 3rd beam body Direction is provided with multiple 5th bolts hole, is bolted between the 3rd beam body and the wallboard, and bolt is through described the Five bolts hole.
- A kind of 10. modularization precast beam system according to claim 8, it is characterised in that：The outside of 3rd beam body Wall is provided with the 3rd boss, and the floor is overlapped on the 3rd boss；3rd beam body is provided with multiple in the horizontal direction 6th bolt hole, it is bolted between the 3rd beam body and the floor, bolt passes through the 6th bolt hole.
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| CN201710945455.4A CN107558663A (en) | 2017-10-12 | 2017-10-12 | A kind of modularization precast beam system |
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| CN201710945455.4A CN107558663A (en) | 2017-10-12 | 2017-10-12 | A kind of modularization precast beam system |
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| PH13116A (en) * | 1979-08-06 | 1979-11-29 | Pilar Dev Corp | An improve system for constructing a building |
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| CN103195170A (en) * | 2013-04-03 | 2013-07-10 | 中铁建设集团有限公司 | Prefabricated reinforced concrete frame structure system |
| CN105133729A (en) * | 2015-08-05 | 2015-12-09 | 北京建工华创科技发展股份有限公司 | Abnormity beam column steel frame with sandwich board and construction method thereof |
| CN105839846A (en) * | 2016-03-22 | 2016-08-10 | 哈尔滨工业大学 | Prefabricated reinforced concrete composite beam |
| CN207453264U (en) * | 2017-10-12 | 2018-06-05 | 河北丽建丽筑集成房屋有限公司 | A kind of modularization precast beam system |
-
2017
- 2017-10-12 CN CN201710945455.4A patent/CN107558663A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| PH13116A (en) * | 1979-08-06 | 1979-11-29 | Pilar Dev Corp | An improve system for constructing a building |
| CN101560799A (en) * | 2009-05-09 | 2009-10-21 | 刘亚飞 | Fully-prefabricated assembled high-strength wall body |
| CN103195170A (en) * | 2013-04-03 | 2013-07-10 | 中铁建设集团有限公司 | Prefabricated reinforced concrete frame structure system |
| CN105133729A (en) * | 2015-08-05 | 2015-12-09 | 北京建工华创科技发展股份有限公司 | Abnormity beam column steel frame with sandwich board and construction method thereof |
| CN105839846A (en) * | 2016-03-22 | 2016-08-10 | 哈尔滨工业大学 | Prefabricated reinforced concrete composite beam |
| CN207453264U (en) * | 2017-10-12 | 2018-06-05 | 河北丽建丽筑集成房屋有限公司 | A kind of modularization precast beam system |
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Application publication date: 20180109 |
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