CN108678179A - A kind of prefabricated buildings - Google Patents

A kind of prefabricated buildings Download PDF

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Publication number
CN108678179A
CN108678179A CN201810475993.6A CN201810475993A CN108678179A CN 108678179 A CN108678179 A CN 108678179A CN 201810475993 A CN201810475993 A CN 201810475993A CN 108678179 A CN108678179 A CN 108678179A
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CN
China
Prior art keywords
plate
bearing
bearing column
hole
column
Prior art date
Application number
CN201810475993.6A
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Chinese (zh)
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CN108678179B (en
Inventor
林显志
王煜
陈瑄
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福建省惠东建筑工程有限公司
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Priority to CN201810475993.6A priority Critical patent/CN108678179B/en
Publication of CN108678179A publication Critical patent/CN108678179A/en
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Publication of CN108678179B publication Critical patent/CN108678179B/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures 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
    • E04B1/34815Elements not integrated in a skeleton
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures 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
    • E04B1/34815Elements not integrated in a skeleton
    • E04B1/34823Elements not integrated in a skeleton the supporting structure consisting of concrete
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/40Separate connecting elements
    • E04B1/48Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/40Separate connecting elements
    • E04B1/48Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483Shear 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, being connected to the upper semisection of the second vertical hitching post at the top of bearing column can be fastenedly connected with the realization of the bottom of the bearing column positioned at upper layer, it is fastenedly connected by the realization of two cover locking mechanisms of left and right between the bottom edge and bottom-plate body of wall, it is fastenedly connected by the realization of upper and lower two cover locking mechanism between the left side and right edge and the side wall of bearing column of wall.The present invention has the characteristics that structure novel, assembling are flexible, highly practical.

Description

A kind of prefabricated buildings

Technical field

The present invention relates to a kind of prefabricated buildings.

Background technology

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 are existing by being transported to after being factory produced out as prefabricated component 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.

Invention content

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, highly 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 are arranged in a manner of three rows, front first row, rear one Row is the bearing column of left, center, right three, and an intermediate row is then two bearing columns in left and right;

Have a top plate body in the upper end formed by integrally casting of eight bearing columns, the top of the steel bar framework inside every bearing column with Steel bar framework is connected in top plate body, and the top surface of the top plate body of pouring molding is equipped with one layer of waterproof layer, and 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 bearing column Internal steel bar framework is connected;

Have a bottom-plate body in the lower end formed by integrally casting of eight bearing columns, the bottom end of the steel bar framework inside every bearing column with Steel bar framework is connected 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 there are one cylinder type sleeve one, under the side wall of each bearing column End is stayed there are one lateral pin hole one, and the upper semisection of the first vertical hitching post can be inserted upwardly into the cylinder type sleeve one, every First vertical hitching post integrally formed with upper and lower twice laterally concatenation through-hole one, the first pin rod can be inserted into lateral pin hole one and Through-hole one can be concatenated with the transverse direction of the first vertical hitching post upper semisection 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 lower layer bearing column Top realize be fastenedly connected;

The top of each bearing column is integrally formed there are one cylinder type sleeve two, on the side wall of each bearing column End is stayed there are one lateral pin hole two, and the lower semisection of the second vertical hitching post can be downwardly into the cylinder type sleeve two, every Second vertical hitching post integrally formed with upper and lower twice laterally concatenation through-hole two, the second pin rod can be inserted into lateral pin hole two and Through-hole two can be concatenated with the transverse direction of the second vertical hitching post lower semisection realize concatenation;

When lifting by crane cuboid-type frame, the second pin rod can be used 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 real with the bottom of the bearing column positioned at upper layer Now it is fastenedly connected;

After in before 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 with round keyhole, and rectangular horizontal even steel plate is integrally formed with the round string in left and right two Lian Kong, 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 by bolt reality Now lock, the other half section of rectangular horizontal even steel plate then on another group of cuboid-type frame of side with round keyhole Rectangular caulking groove 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 the hole for installing window or door, wall as needed between adjacent bearing column Between the bottom edge and bottom-plate body of body by left and right two cover locking mechanisms realization be fastenedly connected, the left side and right edge of wall with It is fastenedly connected by the realization of upper and lower two cover locking mechanism between the side wall of bearing column, the bottom edge of wall and left and right sides are equal It 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 Left and right is arranged in parallel, tri- rod aperture of chamber Zhong You, and every core bar corresponds to a rod aperture, and the waist of three rod aperture is connected and is formed Lockhole, jam plate are built in lockhole, and jam plate is welded with draw bar, and the outer rod end of draw bar exports from wall and as control stick, lock Plate can move under the guiding of control stick in lockhole, be bored on jam plate there are three round boom hole, core bar can be attached at metope On magnet traction realize movement, when needing to stretch out core bar, by the control of control stick make round boom hole on jam plate and The indoor rod aperture contraposition of chamber, at this point, core bar can be moved to the outlet end of rod aperture, final can be embedded in of the head end of core bar is located at bottom-plate body Or in the lockhole on bearing column side wall, at this point, the control by control stick keeps the round boom hole screens on jam plate every Card slot in the middle part of root core bar side wall finally realizes the purpose tightly locked.

The beneficial effects of the present invention are it has the characteristics that structure novel, assembling are flexible, highly practical.

The invention will be further described with reference to the accompanying drawings and examples.

Description of the drawings

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 columns, A11- cylinder types sleeve one, A12- cylinder types sleeve two, the rectangular caulking grooves of A13-, A14- transverse directions pin hole two, A2- top plates body, A3- bottom-plate bodies, A31- lockholes, A4- crossbeams, the second vertical hitching posts of B1-, C1- second are sold Bar, D1- rectangular horizontal even steel plate, E- walls, F1- core bars, F2- jam plates, F21- circle booms hole.

Specific implementation mode

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 compositions, 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, 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 is the top of the steel bar framework inside top plate body A2, every bearing column A1 in the upper end formed by integrally casting of eight bearing column A1 End 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, top plate body Thickness≤15cm of A2;

Formed by integrally casting is gone back between the upper end of adjacent bearing column A1 crossbeam A4, and the steel bar framework inside crossbeam A4 is held with every Steel bar framework inside weight column A1 is connected;

There is the bottom of the steel bar framework inside bottom-plate body A3, every bearing column A1 in the lower end formed by integrally casting of eight bearing column A1 End is connected with steel bar framework in bottom-plate body A3, is embedded with water pipe inside the bottom-plate body A3 of pouring molding and electric wire walks pipe;

The bottom of each bearing column A1 is integrally formed there are one cylinder type sleeve one A11, each bearing column A1 Side wall lower ends stay there are one lateral pin hole one, the upper semisection of the first vertical hitching post can be inserted upwardly into the cylinder type sleeve one In A11, integrally formed with upper and lower twice, laterally concatenation through-hole one, the first pin rod can be inserted into transverse bolt to every first vertical hitching post Kong Yizhong and can with the first vertical hitching post upper semisection transverse direction concatenate through-hole one realize 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 lower layer load-bearing it is vertical It realizes and is fastenedly connected in the top of column A1;

The top of each bearing column A1 is integrally formed there are one cylinder type sleeve two A12, each bearing column A1 Sidewall upper stay there are one lateral two A14 of pin hole, the lower semisection of the second vertical hitching post B1 can be downwardly into the cylinder type In two A12 of sleeve, every second vertical hitching post B1 laterally concatenates through-hole two, the second pin rod C1 energy integrally formed with upper and lower twice It is inserted into two A14 of lateral pin hole and through-hole two can be concatenated with the transverse direction of the second vertical hitching post B1 lower semisections and realize concatenation;

When lifting by crane cuboid-type frame, the second pin rod C1 can be used 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 A1's positioned at upper layer It realizes and is fastenedly connected in bottom;

After in before 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 a upper and lower two rectangular caulking groove A13 with round keyhole, and rectangular horizontal even steel plate D1 is integrally formed with left and right two Circle series winding hole, 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 A13 with round keyhole And realized and locked by bolt, the other half section of rectangular horizontal even steel plate D1 then on another group of cuboid-type frame of side Rectangular caulking groove with round keyhole realize connection, to realize being fastenedly connected side by side for two groups of left and right cuboid-type frame;

Wall E is installed, wall E is reserved with as needed for installing window or door between adjacent bearing column A1 Hole 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, the left side of wall E with And be fastenedly connected by the realization of upper and lower two cover locking mechanism between right edge and the side wall of bearing column A1, the bottom edge of wall E with 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, and card slot is recessed in the middle part of the side wall of every core bar F1, and three in chamber Root core bar F1 or so is arranged in parallel, tri- rod aperture of chamber Zhong You, and every core bar F1 corresponds to a rod aperture, the waist phase of three rod aperture It is connected to and is formed lockhole, 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 exported from wall E And as control stick, jam plate F2 can be moved under the guiding of control stick in lockhole, and there are three round boom holes for brill on jam plate F2 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 control stick Control makes the round boom hole F21 on jam plate F2 be aligned with the indoor rod aperture of chamber, at this point, core bar F1 can be moved to the outlet end of rod aperture It is dynamic, in the final lockhole A31 that can be embedded on bottom-plate body A3 or bearing column A1 side walls of head end of core bar F1, at this point, logical Crossing the control of control stick, so that the card slot in the middle part of every core bar F1 side wall of round boom hole screens on jam plate F2 is finally realized tight The purpose of lock.

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), eight bearing columns(A1)It is 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;
In eight bearing columns(A1)Upper end formed by integrally casting have top plate body(A2), every bearing column(A1)Internal reinforcing steel bar frame The top of frame with top plate body(A2)Middle steel bar framework is connected, the top plate body of pouring molding(A2)Top surface be equipped with one layer of waterproof Layer, top plate body(A2)Thickness≤15cm;
Adjacent bearing column(A1)Upper end between go back formed by integrally casting and have crossbeam(A4), crossbeam(A4)Internal steel bar framework with Every bearing column(A1)Internal steel bar framework is connected;
In eight bearing columns(A1)Lower end formed by integrally casting have bottom-plate body(A3), every bearing column(A1)Internal reinforcing steel bar frame The bottom end of frame is and bottom-plate body(A3)Middle steel bar framework is connected, the bottom-plate body of pouring molding(A3)Inside is embedded with water pipe and electric wire Walk pipe;
Each bearing column(A1)Bottom be integrally formed there are one cylinder type sleeve one(A11), each load-bearing be vertical Column(A1)Side wall lower ends stay there are one lateral pin hole one, the upper semisection of the first vertical hitching post can be inserted upwardly into the cylinder type Sleeve one(A11)In, 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;
It is connected to bearing column(A1)Bottom the first vertical hitching post lower semisection can be with ground or positioned at lower layer load-bearing Column(A1)Top realize be fastenedly connected;
Each bearing column(A1)Top be integrally formed there are one cylinder type sleeve two(A12), each load-bearing be vertical Column(A1)Sidewall upper stay that there are one lateral pin holes two(A14), the second vertical hitching post(B1)Lower semisection can be downwardly into The cylinder type sleeve two(A12)In, every second vertical hitching post(B1)Through-hole is laterally concatenated integrally formed with upper and lower twice Two, the second pin rod(C1)Lateral pin hole two can be inserted into(A14)In and can be with the second vertical hitching post(B1)The lateral string of lower semisection It connects hole two and realizes concatenation;
When lifting by crane cuboid-type frame, the second pin rod(C1)It is inserted into lateral pin hole two(A14)After can be used as lifting fulcrum;
It is connected to bearing column(A1)Top the second vertical hitching post(B1)Upper semisection can be with the bearing column positioned at upper layer (A1)Bottom realize be fastenedly connected;
After in before 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 with round keyhole(A13), rectangular horizontal even steel plate(D1)Integrally formed with left and right Two round series winding holes, rectangular horizontal even steel plate(D1)Half section of a left side or right half section can be embedded in the rectangular caulking groove with round keyhole (A13)It is interior and pass through bolt realize locking, it is rectangular it is horizontal even steel plate(D1)The other half section then with it is rectangular positioned at another group of side The rectangular caulking groove with round keyhole on build frame realizes connection, to realize the tight side by side of two groups of left and right cuboid-type frame It is solidly connected;
Adjacent bearing column(A1)Between wall is installed(E), wall(E)As needed be reserved with for install window or The hole of door, wall(E)Bottom edge and bottom-plate body(A3)Between by left and right two cover locking mechanisms realization be fastenedly connected, wall(E) Left side and right edge and bearing column(A1)Side wall between by upper and lower two cover locking mechanism realization be fastenedly connected, wall Body(E)Bottom edge and left and right sides be reserved with the chamber for built-in retaining mechanism;
Retaining mechanism includes three core bars(F1), jam plate(F2), every core bar(F1)Side wall in the middle part of be recessed card slot, chamber In three core bars(F1)Left and right is arranged in parallel, tri- rod aperture of chamber Zhong You, every core bar(F1)A corresponding rod aperture, three bars The waist in hole is connected and forms lockhole, jam plate(F2)It is built in lockhole, jam plate(F2)It is welded with draw bar, draw bar outer bar It holds from wall(E)It exports and as control stick, jam plate(F2)It can be moved in lockhole under the guiding of control stick, jam plate(F2)On Round boom hole there are three boring(F21), core bar(F1)Movement is realized in the magnet traction that can be attached on metope, when needing to stretch out Core bar(F1)When, jam plate is made by the control of control stick(F2)On round boom hole(F21)It is aligned with the indoor rod aperture of chamber, this When, core bar(F1)It can be moved to the outlet end of rod aperture, core bar(F1)Final can be embedded in of head end be located at bottom-plate body(A3)Or it holds Weight column(A1)Lockhole on side wall(A31)In, at this point, the control by control stick makes jam plate(F2)On round boom hole energy Every core bar of screens(F1)Card slot in the middle part of side wall finally realizes the purpose tightly locked.
CN201810475993.6A 2018-05-17 2018-05-17 A kind of prefabricated buildings CN108678179B (en)

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CN201810475993.6A CN108678179B (en) 2018-05-17 2018-05-17 A kind of prefabricated buildings

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Application Number Priority Date Filing Date Title
CN201810475993.6A CN108678179B (en) 2018-05-17 2018-05-17 A kind of prefabricated buildings

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CN108678179A true CN108678179A (en) 2018-10-19
CN108678179B CN108678179B (en) 2019-10-29

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Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06117022A (en) * 1992-10-06 1994-04-26 Shokusan Jutaku Sogo Co Ltd Structural fitting for wooden architecture
CN1127022A (en) * 1993-07-08 1996-07-17 莱福特明特控股有限公司 Prefabricated building systems
CN2632183Y (en) * 2003-03-11 2004-08-11 陈来 Normalized assembled house
CN1796706A (en) * 2004-12-24 2006-07-05 张东川 Box shaped house model of construction and fabricating method
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
US20080148678A1 (en) * 2005-03-17 2008-06-26 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
CN104563288A (en) * 2014-10-30 2015-04-29 徐曼 Reinforced concrete frame gridding slab prefabricated energy-saving house
CN106460384A (en) * 2014-04-30 2017-02-22 J·宝隆 Structural modular building connector
CN206245469U (en) * 2016-12-06 2017-06-13 浙江汉农建设有限公司 Assembled beam frame structure

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06117022A (en) * 1992-10-06 1994-04-26 Shokusan Jutaku Sogo Co Ltd Structural fitting for wooden architecture
CN1127022A (en) * 1993-07-08 1996-07-17 莱福特明特控股有限公司 Prefabricated building systems
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
CN1796706A (en) * 2004-12-24 2006-07-05 张东川 Box shaped house model of construction and fabricating method
US20080148678A1 (en) * 2005-03-17 2008-06-26 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
CN106460384A (en) * 2014-04-30 2017-02-22 J·宝隆 Structural modular building connector
CN104563288A (en) * 2014-10-30 2015-04-29 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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