CN108678179B - A kind of prefabricated buildings - Google Patents
A kind of prefabricated buildings Download PDFInfo
- Publication number
- CN108678179B CN108678179B CN201810475993.6A CN201810475993A CN108678179B CN 108678179 B CN108678179 B CN 108678179B CN 201810475993 A CN201810475993 A CN 201810475993A CN 108678179 B CN108678179 B CN 108678179B
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- Prior art keywords
- bearing
- plate body
- bearing column
- hole
- wall
- 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.)
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- 230000007246 mechanism Effects 0.000 claims abstract description 14
- 238000005266 casting Methods 0.000 claims abstract description 12
- 238000000465 moulding Methods 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 29
- 239000010959 steel Substances 0.000 claims description 29
- 239000000203 mixture Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000004804 winding Methods 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 2
- 238000010276 construction Methods 0.000 description 6
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000002224 dissection Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000505 pernicious effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002699 waste material Substances 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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
-
- 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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
-
- 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
- E04B1/38—Connections for building structures in general
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
- E04B1/483—Shear dowels to be embedded in concrete
Abstract
A kind of prefabricated buildings, there is top plate body in the upper end formed by integrally casting of eight bearing columns, the top surface of the top plate body of pouring molding is equipped with one layer of waterproof layer, going back formed by integrally casting between the upper end of adjacent bearing column has crossbeam, there is bottom-plate body in the lower end formed by integrally casting of eight bearing columns, be connected to the first vertical hitching post of the bottom of bearing column lower semisection can with ground or positioned at lower layer bearing column top realize be fastenedly connected, the upper semisection for being connected to the second vertical hitching post at the top of bearing column can be realized with the bottom for the bearing column for being located at upper layer to be fastenedly connected, it is fastenedly connected between the bottom edge and bottom-plate body of wall by the realization of two cover locking mechanisms of left and right, it is fastenedly connected between the left side and right edge of wall and the side wall of bearing column by the realization of upper and lower two cover locking mechanism.The present invention has the characteristics that structure novel, assembling are flexible, practical.
Description
Technical field
The present invention relates to a kind of prefabricated buildings.
Background technique
With the rapid development of society, science and technology is widely used in building field, and therefore, prefabricated buildings are as pre-
Product becomes the market demand, and client can be according to the individual needs of oneself come custom fit formula house, therefore prefabricated buildings
Moulding is more flexible, design is more humane, in addition, prefabricated buildings as prefabricated component are transported to now after being come out by the factorial production
Field carries out assembly construction, and this Construction Mode can greatly reduce the generation of building waste but also greatly reduce the row of building sewage
It puts, this Construction Mode can not only reduce construction noise, and can also reduce pernicious gas and build the discharge of dust, scene
Construction and the number of administrative staff can also greatly reduce, and this Construction Mode, which has, saves construction material, water-saving and energy-efficient
Advantage.
Summary of the invention
In order to achieve the above object, the present invention provides a kind of prefabricated buildings, and the present invention has structure novel, assembling spirit
Living, practical feature.
The specific technical solution of the present invention is as follows: a kind of prefabricated buildings, it is by cuboid-type frame, crossbeam, top plate
Body, bottom-plate body, wall, vertical hitching post, pin rod, rectangular horizontal even steel plate, core bar, jam plate composition, which is characterized in that
Cuboid-type frame includes eight bearing columns, and eight bearing columns arrange in a manner of three rows, front first row, after
One row of side is the bearing column of left, center, right three, and an intermediate row is then two bearing columns in left and right;
There are top plate body, the top of the steel bar framework inside every bearing column in the upper end formed by integrally casting of eight bearing columns
It is connected with steel bar framework in top plate body, the top surface of the top plate body of pouring molding is equipped with one layer of waterproof layer, the thickness of top plate body
≤15cm;
Formed by integrally casting is gone back between the upper end of adjacent bearing column crossbeam, the steel bar framework inside crossbeam and every load-bearing
Steel bar framework inside column is connected;
There are bottom-plate body, the bottom end of the steel bar framework inside every bearing column in the lower end formed by integrally casting of eight bearing columns
It is connected with steel bar framework in bottom-plate body, is embedded with water pipe inside the bottom-plate body of pouring molding and electric wire walks pipe;
The bottom of each bearing column is integrally formed with a cylinder type sleeve one, the side of each bearing column
There are a lateral pin hole one, the upper semisection of the first vertical hitching post can be inserted upwardly into the cylinder type sleeve one for wall lower end,
Integrally formed with upper and lower twice, laterally concatenation through-hole one, the first pin rod can be inserted into lateral pin hole one every first vertical hitching post
And through-hole one can be concatenated with the transverse direction of the first vertical hitching post upper semisection and realize concatenation;
The lower semisection for being connected to the first vertical hitching post of the bottom of bearing column can be with ground or positioned at the load-bearing of lower layer
It realizes and is fastenedly connected in the top of column;
The top of each bearing column is integrally formed with a cylinder type sleeve two, the side of each bearing column
There are a lateral pin hole two, the lower semisection of the second vertical hitching post can be downwardly into the cylinder type sleeve two for wall upper end,
Integrally formed with upper and lower twice, laterally concatenation through-hole two, the second pin rod can be inserted into lateral pin hole two every second vertical hitching post
And through-hole two can be concatenated with the transverse direction of the second vertical hitching post lower semisection and realize concatenation;
When lifting by crane cuboid-type frame, the second pin rod can be as lifting fulcrum after being inserted into lateral pin hole two;
The upper semisection for being connected to the second vertical hitching post at the top of bearing column can be with the bottom for the bearing column for being located at upper layer
It realizes and is fastenedly connected in portion;
After in front of left side the left side wall of three bearing columns and before right side in after three bearing columns
The equal indwelling of right side wall have the upper and lower two rectangular caulking grooves with round keyhole, rectangular horizontal even steel plate is integrally formed with two circles in left and right
Shape series winding hole, half section of rectangular horizontal even half section of a left side for steel plate or the right side can be embedded in the rectangular caulking groove with round keyhole and pass through spiral shell
The other half section of bolt realization locking, rectangular horizontal even steel plate is then locked with the band circle on another group of cuboid-type frame of side
The rectangular caulking groove in hole realizes connection, to realize being fastenedly connected side by side for two groups of left and right cuboid-type frame;
Wall is installed, wall is reserved with as needed for installing window or door between adjacent bearing column
Hole is fastenedly connected between the bottom edge and bottom-plate body of wall by the realization of two cover locking mechanisms of left and right, the left side of wall and the right side
It is fastenedly connected between side and the side wall of bearing column by the realization of upper and lower two cover locking mechanism, the bottom edge and left and right two of wall
Side is reserved with the chamber for built-in retaining mechanism;
Retaining mechanism includes three core bars, jam plates, is recessed card slot in the middle part of the side wall of every core bar, three in chamber piece
Core bar or so is arranged in parallel, tri- rod aperture of chamber Zhong You, and the corresponding rod aperture of every core bar, the waist of three rod aperture is connected simultaneously
Lockhole is formed, jam plate is built in lockhole, and jam plate is welded with draw bar, and the outer rod end of draw bar is exported from wall and as manipulation
Bar, jam plate can move under the guidance of control stick in lockhole, be bored on jam plate there are three round boom hole, core bar can be attached at
Movement is realized in magnet traction on metope, when needing to stretch out core bar, makes the round boom on jam plate by the control of control stick
Hole and the indoor rod aperture of chamber align, at this point, core bar can be mobile to the outlet end of rod aperture, the head end of core bar, which can be finally embedded in, is located at bottom
In lockhole on plate body or bearing column side wall, at this point, the control by control stick enables the round boom hole on jam plate to block
Card slot in the middle part of the every core bar side wall in position finally realizes the purpose tightly locked.
The beneficial effects of the present invention are it has the characteristics that structure novel, assembling are flexible, practical.
Present invention will be further explained below with reference to the attached drawings and examples.
Detailed description of the invention
Fig. 1 is exploded structure dissection figure of the present invention;
Fig. 2 is local overlooking structural perspective of the present invention;
Fig. 3 is exploded cross-sectional view of the structure between wall and bottom-plate body in the present invention.
In figure: A1- bearing column, A11- cylinder type sleeve one, A12- cylinder type sleeve two, the rectangular caulking groove of A13-,
A14- transverse direction pin hole two, A2- top plate body, A3- bottom-plate body, A31- lockhole, A4- crossbeam, the vertical hitching post of B1- second, C1- second are sold
Bar, D1- rectangular horizontal even steel plate, E- wall, F1- core bar, F2- jam plate, F21- circle boom hole.
Specific embodiment
As shown in Figure 1, Figure 2, Figure 3 shows, a kind of prefabricated buildings, it be by cuboid-type frame, crossbeam A4, top plate body A2,
Bottom-plate body A3, wall E, vertical hitching post, pin rod, rectangular horizontal even steel plate D1, core bar F1, jam plate F2 composition, which is characterized in that
Cuboid-type frame includes eight bearing column A1, and eight bearing column A1 are arranged in a manner of three rows, front first
Row, one row of rear are the bearing column of left, center, right three, and an intermediate row is then two bearing columns in left and right;
There is top plate body A2 in the upper end formed by integrally casting of eight bearing column A1, the steel bar framework inside every bearing column A1
Top be connected with steel bar framework in top plate body A2, the top surface of the top plate body A2 of pouring molding is equipped with one layer of waterproof layer, top
Thickness≤15cm of plate body A2;
Formed by integrally casting is gone back between the upper end of adjacent bearing column A1 crossbeam A4, the steel bar framework inside crossbeam A4 and every
Steel bar framework inside root bearing column A1 is connected;
There is bottom-plate body A3 in the lower end formed by integrally casting of eight bearing column A1, the steel bar framework inside every bearing column A1
Bottom end be connected with steel bar framework in bottom-plate body A3, be embedded with water pipe inside the bottom-plate body A3 of pouring molding and electric wire walk
Pipe;
Integrally formed with one A11 of cylinder type sleeve, each load-bearing is vertical for the bottom of each bearing column A1
For the side wall lower ends of column A1 there are a lateral pin hole one, the upper semisection of the first vertical hitching post can be inserted upwardly into the cylindrical body jacket
In one A11 of cylinder, integrally formed with upper and lower twice, laterally concatenation through-hole one, the first pin rod can be inserted into cross to every first vertical hitching post
The realization concatenation of through-hole one can be concatenated into pin hole one and with the transverse direction of the first vertical hitching post upper semisection;
The lower semisection for being connected to the first vertical hitching post of the bottom of bearing column A1 can be with ground or holding positioned at lower layer
The top of weight column A1, which is realized, to be fastenedly connected;
Integrally formed with two A12 of cylinder type sleeve, each load-bearing is vertical at the top of each bearing column A1
For the sidewall upper of column A1 there are two A14 of lateral pin hole, the lower semisection of the second vertical hitching post B1 can be downwardly into the cylinder
In two A12 of figure sleeve, every second vertical hitching post B1 laterally concatenates through-hole two, the second pin rod integrally formed with upper and lower twice
C1, which can be inserted into lateral two A14 of pin hole and can concatenate through-hole two with the transverse direction of the second vertical hitching post B1 lower semisection, realizes concatenation;
When lifting by crane cuboid-type frame, the second pin rod C1 can be as lifting fulcrum after being inserted into two A14 of lateral pin hole;
The upper semisection for being connected to the second vertical hitching post B1 at the top of bearing column A1 can be with the bearing column positioned at upper layer
It realizes and is fastenedly connected in the bottom of A1;
After in front of left side the left side wall of three bearing columns and before right side in after three bearing columns
The equal indwelling of right side wall have the upper and lower two rectangular caulking groove A13 with round keyhole, rectangular horizontal even steel plate D1 is integrally formed with left and right
Two round series winding holes, half section of rectangular horizontal even half section of a left side of steel plate D1 or the right side can be embedded in the rectangular caulking groove with round keyhole
Realize locking in A13 and by bolt, the other half section of rectangular horizontal even steel plate D1 then with another group of cuboid-type positioned at side
The rectangular caulking groove with round keyhole on frame realizes connection, to realize that the fastening side by side of two groups of left and right cuboid-type frame connects
It connects;
Wall E is installed, wall E is reserved with as needed for installing window or door between adjacent bearing column A1
Hole, between the bottom edge and bottom-plate body A3 of wall E by left and right two cover locking mechanisms realization be fastenedly connected, the left side of wall E
And it is fastenedly connected between right edge and the side wall of bearing column A1 by the realization of upper and lower two cover locking mechanism, the bottom edge of wall E
And left and right sides are reserved with the chamber for built-in retaining mechanism;
Retaining mechanism includes three core bar F1, jam plate F2, is recessed card slot in the middle part of the side wall of every core bar F1, in chamber
Arranged in parallel, tri- rod aperture of chamber Zhong You of three core bar F1 or so, the corresponding rod aperture of every core bar F1, the waist of three rod aperture
Portion is connected and forms lockhole, and jam plate F2 is built in lockhole, and jam plate F2 is welded with draw bar, and the outer rod end of draw bar is from wall E
It exports and as control stick, jam plate F2 can be moved under the guidance of control stick in lockhole, bore that there are three round strings on jam plate F2
Rod aperture F21, core bar F1 can be attached at the traction of the magnet on metope and realize movement, when needing to stretch out core bar F1, pass through manipulation
The control of bar aligns round boom hole F21 and the indoor rod aperture of chamber on jam plate F2, at this point, core bar F1 can be to the outlet of rod aperture
End movement, the head end of core bar F1 can be finally embedded in the lockhole A31 on bottom-plate body A3 or bearing column A1 side wall, this
When, keep the card slot in the middle part of every core bar F1 side wall of the round boom hole detent on jam plate F2 finally real by the control of control stick
The purpose now tightly locked.
Claims (1)
1. a kind of prefabricated buildings, it is by cuboid-type frame, crossbeam (A4), top plate body (A2), bottom-plate body (A3), wall
(E), vertical hitching post, pin rod, rectangular horizontal even steel plate (D1), core bar (F1), jam plate (F2) composition, which is characterized in that
Cuboid-type frame includes eight bearing columns (A1), and eight bearing columns (A1) are arranged in a manner of three rows, front first
Row, one row of rear are the bearing column of left, center, right three, and an intermediate row is then two bearing columns in left and right;
Have top plate body (A2) in the upper end formed by integrally casting of eight bearing columns (A1), the internal reinforcing steel bar frame of every bearing column (A1)
The top of frame is connected with steel bar framework in top plate body (A2), and the top surface of the top plate body (A2) of pouring molding is equipped with one layer of waterproof
Layer, thickness≤15cm of top plate body (A2);
Going back formed by integrally casting between the upper end of adjacent bearing column (A1) has crossbeam (A4), the internal steel bar framework of crossbeam (A4) with
The internal steel bar framework of every bearing column (A1) is connected;
Have bottom-plate body (A3) in the lower end formed by integrally casting of eight bearing columns (A1), the internal reinforcing steel bar frame of every bearing column (A1)
The bottom end of frame is connected with steel bar framework in bottom-plate body (A3), is embedded with water pipe and electric wire inside the bottom-plate body (A3) of pouring molding
Walk pipe;
Integrally formed with a cylinder type sleeve one (A11), each load-bearing is vertical for the bottom of each bearing column (A1)
For the side wall lower ends of column (A1) there are a lateral pin hole one, the upper semisection of the first vertical hitching post can be inserted upwardly into the cylinder type
In sleeve one (A11), integrally formed with upper and lower twice, laterally concatenation through-hole one, the first pin rod can be inserted every first vertical hitching post
Enter in lateral pin hole one and through-hole one can be concatenated with the transverse direction of the first vertical hitching post upper semisection and realizes concatenation;
The lower semisection for being connected to the first vertical hitching post of the bottom of bearing column (A1) can be with ground or positioned at the load-bearing of lower layer
It realizes and is fastenedly connected in the top of column (A1);
Integrally formed with a cylinder type sleeve two (A12), each load-bearing is vertical at the top of each bearing column (A1)
There are a lateral pin hole two (A14), the lower semisection of the second vertical hitching post (B1) can be downwardly into the sidewall upper of column (A1)
In the cylinder type sleeve two (A12), every second vertical hitching post (B1) laterally concatenates through-hole integrally formed with upper and lower twice
Two, the second pin rod (C1) can be inserted into lateral pin hole two (A14) and can go here and there with the transverse direction of the second vertical hitching post (B1) lower semisection
It connects hole two and realizes concatenation;
When lifting by crane cuboid-type frame, the second pin rod (C1) can be as lifting fulcrum after being inserted into lateral pin hole two (A14);
The upper semisection for being connected to the second vertical hitching post (B1) at the top of bearing column (A1) can be with the bearing column positioned at upper layer
(A1) it realizes and is fastenedly connected in bottom;
After in front of left side the left side wall of three bearing columns and before right side in after three bearing columns the right side
The equal indwelling of side wall has the upper and lower two rectangular caulking grooves (A13) with round keyhole, and rectangular horizontal even steel plate (D1) is integrally formed with left and right
Two round series winding holes, half section of rectangular horizontal even half section of the left side of steel plate (D1) or the right side can be embedded in the rectangular caulking groove with round keyhole
(A13) realize locking in and by bolt, the other half section of rectangular horizontal even steel plate (D1) then with it is rectangular positioned at another group of side
The rectangular caulking groove with round keyhole on figure frame realizes connection, to realize the tight side by side of two groups of left and right cuboid-type frame
It is solidly connected;
Be equipped with wall (E) between adjacent bearing column (A1), wall (E) as needed be reserved with for install window or
The hole of door is fastenedly connected between the bottom edge and bottom-plate body (A3) of wall (E) by the realization of two cover locking mechanisms of left and right, wall (E)
Left side and right edge and the side wall of bearing column (A1) between by upper and lower two cover locking mechanism realization be fastenedly connected, wall
The bottom edge of body (E) and left and right sides are reserved with the chamber for built-in retaining mechanism;
Retaining mechanism includes three core bars (F1), jam plate (F2), is recessed card slot, chamber in the middle part of the side wall of every core bar (F1)
In three core bar (F1) left and right it is arranged in parallel, tri- rod aperture of chamber Zhong You, the corresponding rod aperture of every core bar (F1), three bars
The waist in hole is connected and forms lockhole, and jam plate (F2) is built in lockhole, and jam plate (F2) is welded with draw bar, draw bar outer bar
End exports from wall (E) and as control stick, and jam plate (F2) can move under the guidance of control stick in lockhole, on jam plate (F2)
It bores there are three round boom hole (F21), core bar (F1) can be attached at the traction of the magnet on metope and realize movement, when needing to stretch out
When core bar (F1), align round boom hole (F21) and the indoor rod aperture of chamber on jam plate (F2) by the control of control stick, core
Bar (F1) can be mobile to the outlet end of rod aperture, and the head end of core bar (F1), which can be finally embedded in, is located at bottom-plate body (A3) or bearing column
(A1) in the lockhole on side wall (A31), round boom hole every core of detent on jam plate (F2) is enable by the control of control stick
Card slot in the middle part of bar (F1) side wall finally realizes the purpose tightly locked.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201810475993.6A CN108678179B (en) | 2018-05-17 | 2018-05-17 | A kind of prefabricated buildings |
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CN201810475993.6A CN108678179B (en) | 2018-05-17 | 2018-05-17 | A kind of prefabricated buildings |
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CN108678179A CN108678179A (en) | 2018-10-19 |
CN108678179B true CN108678179B (en) | 2019-10-29 |
Family
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CN201810475993.6A Active CN108678179B (en) | 2018-05-17 | 2018-05-17 | A kind of prefabricated buildings |
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Families Citing this family (1)
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CN111676802B (en) * | 2018-12-11 | 2021-09-14 | 江山市发发科技有限公司 | Bridge plate and pier connecting structure of prefabricated bridge |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
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JPH06117022A (en) * | 1992-10-06 | 1994-04-26 | Shokusan Jutaku Sogo Co Ltd | Structural fitting for wooden architecture |
BR9407011A (en) * | 1993-07-08 | 1996-08-06 | Leftminster Pty Ltd | Prefabricated building system |
CN2632183Y (en) * | 2003-03-11 | 2004-08-11 | 陈来 | Normalized assembled house |
JP4080419B2 (en) * | 2003-12-01 | 2008-04-23 | 積水ハウス株式会社 | Mounting structure of the joint fitting at the beam-column joint |
CN100402765C (en) * | 2004-12-24 | 2008-07-16 | 张东川 | Box shaped house model of construction and fabricating method |
EP1859108B1 (en) * | 2005-03-17 | 2011-08-10 | Wolf Modul GmbH | Frames for buildings |
CN202706198U (en) * | 2012-04-01 | 2013-01-30 | 杨东佐 | Building structure |
CN203769069U (en) * | 2014-02-26 | 2014-08-13 | 山东大学 | Rapidly-assembled integrated house |
KR102392409B1 (en) * | 2014-04-30 | 2022-04-29 | 지-모듈러 홀딩, 인크. | Structural modular building connector |
CN104563288B (en) * | 2014-10-30 | 2017-02-15 | 徐曼 | Reinforced concrete frame gridding slab prefabricated energy-saving house |
CN206245469U (en) * | 2016-12-06 | 2017-06-13 | 浙江汉农建设有限公司 | Assembled beam frame structure |
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2018
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