CN108678179A - A kind of prefabricated buildings - Google Patents
A kind of prefabricated buildings Download PDFInfo
- 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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- Prior art keywords
- bearing column
- bearing
- plate body
- hole
- wall
- Prior art date
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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 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 2
- 238000010276 construction Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
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
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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810475993.6A CN108678179B (en) | 2018-05-17 | 2018-05-17 | A kind of prefabricated buildings |
Applications Claiming Priority (1)
| 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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| Publication Number | Publication Date |
|---|---|
| CN108678179A true CN108678179A (en) | 2018-10-19 |
| CN108678179B CN108678179B (en) | 2019-10-29 |
Family
ID=63806666
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810475993.6A Active CN108678179B (en) | 2018-05-17 | 2018-05-17 | A kind of prefabricated buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108678179B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111676802A (en) * | 2018-12-11 | 2020-09-18 | 郑琼华 | Bridge plate and pier connecting structure of prefabricated bridge |
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|---|---|---|---|---|
| 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 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111676802A (en) * | 2018-12-11 | 2020-09-18 | 郑琼华 | Bridge plate and pier connecting structure of prefabricated bridge |
| 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 |
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| Publication number | Publication date |
|---|---|
| CN108678179B (en) | 2019-10-29 |
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