CN110258227A - A kind of precast assembly panel of entirety stress - Google Patents
A kind of precast assembly panel of entirety stress Download PDFInfo
- Publication number
- CN110258227A CN110258227A CN201910449289.8A CN201910449289A CN110258227A CN 110258227 A CN110258227 A CN 110258227A CN 201910449289 A CN201910449289 A CN 201910449289A CN 110258227 A CN110258227 A CN 110258227A
- Authority
- CN
- China
- Prior art keywords
- plate
- anchor bar
- precast assembly
- assembly panel
- basic
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 claims abstract description 5
- 239000003351 stiffener Substances 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/005—Individual couplings or spacer elements for joining the prefabricated units
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of precast assembly panels of whole stress, including integrated plate body, the plate body includes the basic plate on upper layer and the positioning plate of lower layer, the basic plate is staggered with positioning Board position, L-type space is formed below the side and an end face of basic plate, positioning plate stretches out another side and another end profile l-shaped link block of basic plate, vertical anchor bar is arranged in plane on the link block, corresponding anchor bar slot is arranged in the space lower plane, structure of the invention is novel, mismatch shape is set by plate body, method is the half with plate thickness direction in X, the width that is staggered that overlapped on Y is two-way, anchor bar slot is inserted into anchor bar, one is formed after splicing to the entirety for drawing whole and common stress, bonding strength is high, it deforms small, the heavy duty of 30T/ ㎡ or more can be carried after splicing.
Description
Technical field
The invention belongs to Architectural Structure Design fields, and in particular to a kind of precast assembly panel of entirety stress.
Background technique
As the promotion efficiency of green building construction technology constantly improve with market increases, to precast assembly road and field
The demand on ground will continue to increase, and precast assembly road is that road is spliced to form by several plates, plate is repeatable remove and
Laying is reinstalled, installation speed is improved, reduces environmental pollution, but basic model assembly road surface (or place) solves only green
The basic demand of construction, but some functional requirements not can solve, such as the continuous deformation of roadbed can cause assembled road
The differential settlement in face (or place) will cause the dislocation of road surface (or place) surface and the variation of piece to cause the damage of plate
It is bad, it would be highly desirable to which that innovation improves.
Summary of the invention
To solve the above problems, the invention discloses a kind of precast assembly panel of whole stress, structure novel, after splicing
An entirety is formed, bonding strength is high, and deformation is small, and the heavy duty of 30T/ ㎡ or more can be carried after splicing.
In order to achieve the above objectives, technical scheme is as follows:
A kind of precast assembly panel of entirety stress, including integrated plate body, the plate body include the basic plate on upper layer under
The positioning plate of layer, the basic plate are staggered with positioning Board position, and it is empty to form L-type below a side of basic plate and an end face
When positioning plate stretches out another side and another end profile l-shaped link block of basic plate, and plane is set on the link block
Vertical anchor bar is set, corresponding anchor bar slot is arranged in the space lower plane.
As an improvement of the present invention, the basic plate is identical as positioning plate thickness.
As an improvement of the present invention, the plate interiors are equipped with shear resisting board and stiffener.
As an improvement of the present invention, hanging ring hole is equipped with above the plate.
As an improvement of the present invention, the link block width is 100mm.
As an improvement of the present invention, the diameter of the anchor bar is less than anchor bar slot diameter.
The beneficial effects of the present invention are:
The invention discloses a kind of precast assembly panels of whole stress, set mismatch shape for plate body, method is with plate thickness
The half in direction is staggered that overlapped on X, Y are two-way width, anchor bar slot are inserted into anchor bar, formed after splicing one it is right
Whole and common stress entirety is drawn, structure novel, bonding strength is high, and deformation is small, and 30T/ ㎡ or more can be carried after splicing
Heavy duty.
Detailed description of the invention
Fig. 1 is splicing status diagram of the invention.
Fig. 2 is main view of the invention.
Fig. 3 is plate interiors structural schematic diagram of the present invention.
Reference signs list:
1, basic plate, 2, positioning plate, 3, space, 4, link block, 5, anchor bar, 6, anchor bar slot, 7, shear resisting board, 8, hanging ring
Hole, 9, stiffener.
Specific embodiment
With reference to the accompanying drawings and detailed description, the present invention is furture elucidated, it should be understood that following specific embodiments are only
For illustrating the present invention rather than limiting the scope of the invention.It should be noted that word " preceding " used in the following description,
" rear ", "left", "right", "up" and "down" refer to that the direction in attached drawing, word "inner" and "outside" refer respectively to direction or remote
Direction from geometric center of specific component.
As shown, a kind of precast assembly panel of whole stress of the present invention, including integrated plate body, in plate
The place of one half thickness of body, upper and lower position are staggered, and form L-type space 3 below a side and end face, another side and
Another end face forms L-type link block 4, and vertical anchor bar 5, the space lower plane is arranged in plane on the link block 4
Corresponding anchor bar slot 6 is set, and the anchor bar slot 6 is inserted into anchor bar 5, and one is formed after splicing to drawing entirety
With the entirety of common stress, structure novel, bonding strength is high, and deformation is small, and the heavy duty of 30T/ ㎡ or more can be carried after splicing.
In order to distinguish, plate body is divided into two pieces (being integrated in fact) up and down by the present invention, and top is basic plate 1, lower section
It is positioning plate 2, the basic plate 1 is identical as 2 thickness of positioning plate.
4 width of link block of the present invention is 100mm, that is to say, that the width of two boards body overlapping position is 100mm, is had
Enough width are supported, good, the long service life of rigidity.
In prefabrication process, the position of anchor bar 5 and anchor bar slot 6 has error, and verticality also has partially
Difference, in order to smoothly be inserted into, the diameter of anchor bar 5 of the present invention is less than 6 diameter of anchor bar slot, after the two docking
It can tightly be connected.
Plate interiors of the present invention are equipped with shear resisting board 7 and stiffener 9, as shown in figure 3, rigidity is good, deflection is few.
Present invention plane on the plate is equipped with 4-8 hanging ring hole 8, is convenient for handling plate.
First one piece of plate is placed on roadbed when installation, then by another piece of plate be hoisted to previous plate a upper side or
Above person one end, two boards block is equidirectional, and the anchor bar 5 of the alignment of the anchor bar slot 6 lower section plate of top plate is put down slotting
Enter.
The precast assembly panel of a kind of whole stress of the present invention, so that it may for being laid with road surface, can be used for
It is laid with ground, it is applied widely.
The technical means disclosed in the embodiments of the present invention is not limited only to technological means disclosed in above embodiment, further includes
Technical solution consisting of any combination of the above technical features.
Claims (7)
1. a kind of precast assembly panel of entirety stress, it is characterised in that: including integrated plate body, the plate body includes upper layer
Basic plate and lower layer positioning plate, the basic plate with positioning Board position be staggered, the side and an end face of basic plate
Lower section forms L-type space, and positioning plate stretches out another side and another end profile l-shaped link block of basic plate, described
Vertical anchor bar is arranged in plane on link block, and corresponding anchor bar slot is arranged in the space lower plane.
2. a kind of precast assembly panel of whole stress according to claim 1, it is characterised in that: the basic plate and fixed
Position plate thickness is identical.
3. a kind of precast assembly panel of whole stress according to claim 1, it is characterised in that: the plate interiors are set
There are shear resisting board and stiffener.
4. a kind of precast assembly panel of whole stress according to claim 1, it is characterised in that: set above the plate
There is hanging ring hole.
5. a kind of precast assembly panel of whole stress according to claim 1, it is characterised in that: the link block width
For 100mm.
6. a kind of precast assembly panel of whole stress according to claim 1, it is characterised in that: the anchor bar
Diameter is less than anchor bar slot diameter.
7. a kind of installation method of the precast assembly panel of whole stress according to claim 1, it is characterised in that: first will
One piece of plate is placed on roadbed, then another piece of plate is hoisted to above a upper side or one end of previous plate, two boards
Block is equidirectional, and the anchor bar of the anchor bar slot alignment lower section plate of top plate puts down insertion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910449289.8A CN110258227A (en) | 2019-05-28 | 2019-05-28 | A kind of precast assembly panel of entirety stress |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910449289.8A CN110258227A (en) | 2019-05-28 | 2019-05-28 | A kind of precast assembly panel of entirety stress |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110258227A true CN110258227A (en) | 2019-09-20 |
Family
ID=67915581
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910449289.8A Pending CN110258227A (en) | 2019-05-28 | 2019-05-28 | A kind of precast assembly panel of entirety stress |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110258227A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2935991B1 (en) * | 1998-04-08 | 1999-08-16 | ショーボンド建設株式会社 | Steel and concrete sandwich composite precast slab joint structure |
| JP2003096960A (en) * | 2001-09-21 | 2003-04-03 | Matsuo Construction Co Ltd | Floor board block and floor slab using the same |
| CN203947381U (en) * | 2014-06-25 | 2014-11-19 | 中铁上海工程局集团有限公司 | A kind of steel concrete chain type plate |
| KR101541454B1 (en) * | 2014-10-27 | 2015-08-04 | 정도건설 주식회사 | The long-span slab system |
| CN106121107A (en) * | 2016-08-17 | 2016-11-16 | 沈阳建筑大学 | Assemble type concrete slab and plate dry type method of attachment thereof |
| CN205893845U (en) * | 2016-08-11 | 2017-01-18 | 北京城建七建设工程有限公司 | Precast concrete makes up road surface |
| CN206428551U (en) * | 2016-12-28 | 2017-08-22 | 华南理工大学建筑设计研究院 | A kind of repeatable assembled engagement temporary pavement plate utilized of monoblock type |
| CN107447901A (en) * | 2017-07-28 | 2017-12-08 | 河北三山建材科技有限公司 | Anti-seismic prefabricated floor and floor antidetonation splicing construction |
| CN207659807U (en) * | 2017-11-10 | 2018-07-27 | 山东大学 | A kind of plate pin-connected panel road surface made using waste plastic |
| CN211922137U (en) * | 2019-05-28 | 2020-11-13 | 江苏金贸科技发展有限公司 | Integrally-stressed prefabricated assembled panel |
-
2019
- 2019-05-28 CN CN201910449289.8A patent/CN110258227A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2935991B1 (en) * | 1998-04-08 | 1999-08-16 | ショーボンド建設株式会社 | Steel and concrete sandwich composite precast slab joint structure |
| JP2003096960A (en) * | 2001-09-21 | 2003-04-03 | Matsuo Construction Co Ltd | Floor board block and floor slab using the same |
| CN203947381U (en) * | 2014-06-25 | 2014-11-19 | 中铁上海工程局集团有限公司 | A kind of steel concrete chain type plate |
| KR101541454B1 (en) * | 2014-10-27 | 2015-08-04 | 정도건설 주식회사 | The long-span slab system |
| CN205893845U (en) * | 2016-08-11 | 2017-01-18 | 北京城建七建设工程有限公司 | Precast concrete makes up road surface |
| CN106121107A (en) * | 2016-08-17 | 2016-11-16 | 沈阳建筑大学 | Assemble type concrete slab and plate dry type method of attachment thereof |
| CN206428551U (en) * | 2016-12-28 | 2017-08-22 | 华南理工大学建筑设计研究院 | A kind of repeatable assembled engagement temporary pavement plate utilized of monoblock type |
| CN107447901A (en) * | 2017-07-28 | 2017-12-08 | 河北三山建材科技有限公司 | Anti-seismic prefabricated floor and floor antidetonation splicing construction |
| CN207659807U (en) * | 2017-11-10 | 2018-07-27 | 山东大学 | A kind of plate pin-connected panel road surface made using waste plastic |
| CN211922137U (en) * | 2019-05-28 | 2020-11-13 | 江苏金贸科技发展有限公司 | Integrally-stressed prefabricated assembled panel |
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