CN106894550A - A kind of prefabricated panel of aerial truss-like half and preparation method - Google Patents
A kind of prefabricated panel of aerial truss-like half and preparation method Download PDFInfo
- Publication number
- CN106894550A CN106894550A CN201710114755.8A CN201710114755A CN106894550A CN 106894550 A CN106894550 A CN 106894550A CN 201710114755 A CN201710114755 A CN 201710114755A CN 106894550 A CN106894550 A CN 106894550A
- Authority
- CN
- China
- Prior art keywords
- plate body
- prefabricated
- sides
- prefabricated plate
- muscle
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
-
- 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
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6166—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on both frontal surfaces
- E04B1/6175—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on both frontal surfaces with two or more protrusions on each frontal surface
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of prefabricated panel of aerial truss-like half and preparation method, it is related to concrete prefabricated interconnection technique field, the wallboard includes the cast-in-place plate body of the prefabricated plate body center section of prefabricated plate body and both sides of the both sides for linking together, reinforcement is disposed with the prefabricated board body, also include stretching out in the dowel that the prefabricated plate body in both sides links together outside prefabricated plate body, the prefabricated board body of both sides is aligned and spaced has space, the dowel is located in the space, and cast-in-place plate body is poured in the space.The wallboard can reach required intensity, and simple operating steps, and speed is fast, quick for installation.
Description
Technical field
The present invention relates to concrete prefabricated interconnection technique field.
Background technology
The building of existing concrete pouring structure is typically all that wall part is all first to carry out in the form of cast-in-place building
Branch modulo operation, then cloth muscle, then toward casting concrete in template, by forming wall, this kind of method operating procedure after maintenance
Complexity, speed of application is slow, and in order to accelerate the speed of construction, another form be using prefabricated wall, it is prefabricated after
The scene of being transported to is installed, and prefabricated wall wants to reach normal intensity, and it is heavy to become comparing, is difficult to be transported,
More made troubles to whole installation process, so needing a kind of new constructing structure form now, can solve the problem that above mentioned problem.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of prefabricated panel of aerial truss-like half and preparation method, the wall
Plate can reach required intensity, and simple operating steps, and speed is fast, quick for installation.
To solve the above problems, the present invention adopts the technical scheme that a kind of prefabricated panel of aerial truss-like half, the wallboard
The cast-in-place plate body of the prefabricated plate body center section of prefabricated plate body and both sides of both sides including linking together, the prefabricated plate body
Reinforcement is inside disposed with, also including stretching out in the dowel that the prefabricated plate body in both sides links together outside prefabricated plate body, institute
The prefabricated board body of the both sides stated align and it is spaced have a space, the dowel is located in the space, described cast-in-place
Plate body is poured in the space.
Preferably, the reinforcement is criss-cross arranged in the prefabricated board body, the dowel and the reinforcement
It is connected, the dowel is multiple rows of, often arranges the unit muscle that dowel includes the X-shaped of multiple spaced settings, the unit
The two ends of muscle extend into the prefabricated board body and are welded with internal reinforcement.
Preferably, often the quantity of row's unit muscle is identical, is aligned one by one between the unit muscle of adjacent row same position, often
The reinforcing rod for playing connection reinforcement effect is connected between the unit muscle that row aligns.
Preferably, the thickness of the prefabricated plate body in the both sides is 5 centimetres to 10 centimetres, space between the prefabricated plate body in both sides
Width be 5 centimetres to 10 centimetres.
A kind of prefabricated panel of aerial truss-like half, its preparation method is comprised the following steps：
1）The laying of reinforcing bar is carried out first, for the muscle body that the shape of prefabricated plate body, arrangement are adapted with prefabricated plate shape, and
And arrangement unit muscle；
2）Upper reinforcing rod will be welded between unit muscle, the unit muscle at specially same row's same position welds together,
Form the form that multiple reinforcing rods are arranged side by side；
3）Install wooden template, according to lay reinforcing bar form, in the peripheral disposition template of reinforcing bar, make template with it is outermost
There is certain gap, the as thickness of cover to reinforcement, muscle body of the template in the prefabricated board body of both sides is arranged between reinforcing bar,
And the unit muscle and reinforcing rod of centre be not in the template for being installed；
4）Template is fixed, and to casting concrete in described template, is conserved after making concrete setting；
5）The concrete blinding that will have been conserved is removed, and obtains prefabricated wallboard.
Beneficial effect of the present invention is both to have reached wall structural strength in itself, and installation process is easy to be quick, gram
The drawbacks of having taken conventional two kinds of forms, has drawn two kinds of advantages of form, serves the effect killed two birds with one stone, and substantially increases and applies
The efficiency of work ensure that quality.
Brief description of the drawings
Fig. 1 is the structural representation of invention；
Fig. 2 is the side view of Fig. 1.
Wherein, 1, prefabricated plate body, 2, space, 3, unit muscle, 4, reinforcing rod.
Specific embodiment
The present invention is further detailed explanation with reference to the accompanying drawings and detailed description：As depicted in figs. 1 and 2
A kind of prefabricated panel of aerial truss-like half, the wallboard includes the prefabricated plate body 1 and both sides prefabricated board of the both sides for linking together
The cast-in-place plate body of the center section of body 1, is disposed with reinforcement in the prefabricated plate body 1, also including stretching out in prefabricated plate body 1 outside
The dowel that the prefabricated plate body 1 in both sides is linked together, the prefabricated plate body 1 of described both sides is aligned and spaced free
Gap 2, the dowel is located in the space 2, and the cast-in-place plate body is poured in the space 2.
Reinforcement is criss-cross arranged in the prefabricated plate body 1, and the dowel is connected with the reinforcement.Connection
Muscle is multiple rows of, often arranges the unit muscle 3 that dowel includes the X-shaped of multiple spaced settings, and the two ends of the unit muscle 3 are stretched into
Welded in the prefabricated plate body 1 and with internal reinforcement.
Often the quantity of row's unit muscle 3 is identical, is aligned one by one between the unit muscle 3 of adjacent row same position.
Often arrange the reinforcing rod 4 for being connected between the unit muscle 3 for aligning and playing connection reinforcement effect.The prefabricated plate body in both sides
1 thickness is 5 centimetres to 10 centimetres, and the width in space 2 is 5 centimetres to 10 centimetres between the prefabricated plate body 1 in both sides.
Its preparation method is comprised the following steps：
1）The laying of reinforcing bar is carried out first, for the muscle body that the shape of prefabricated plate body 1, arrangement are adapted with the shape of prefabricated plate body 1,
And arrangement unit muscle 3；
2）Upper reinforcing rod 4 will be welded between unit muscle 3, the unit muscle 3 at specially same row's same position is welded on one
Rise, form the form that multiple reinforcing rods 4 are arranged side by side；
3）Install wooden template, according to lay reinforcing bar form, in the peripheral disposition template of reinforcing bar, make template with it is outermost
There is certain gap, the as thickness of cover to reinforcement, muscle body cloth of the template in the prefabricated plate body 1 in both sides between reinforcing bar
Put, and the unit muscle 3 of centre and reinforcing rod 4 be not in the template for being installed；
4）Template is fixed, and to casting concrete in described template, is conserved after making concrete setting；
5）The concrete blinding that will have been conserved is removed, and obtains prefabricated wallboard.
As depicted in figs. 1 and 2, it is schematic diagram of the invention, when installing, due to being between two prefabricated plate bodys 1
Hollow structure, so weight itself is not very big, is readily transported, and job site is transported to after being made according to size, is placed
Erected to the position specified, then to casting concrete in middle space 2, because there is prefabricated plate body 1 both sides, only need by
Two ends supporting module, without entirety formwork erection, makes operation easier, and concrete will be connected after casting concrete
Muscle and the solidification of reinforcing rod 4 connect into an entirety, and connect into an entirety with the prefabricated plate body 1 of both sides, so existing
The structural strength of integral cast-in-situ concrete, the rapid and convenient for having prefabricated construction method again makes whole process become operation letter
Single quick, structural strength is effectively in place.
So beneficial effect of the present invention is both to have reached wall structural strength in itself, and installation process is easy to be fast
Speed, the drawbacks of overcome conventional two kinds of forms, has drawn two kinds of advantages of form, serves the effect killed two birds with one stone, and carries significantly
The efficiency of construction high ensure that quality.
Claims (6)
1. a kind of prefabricated panel of aerial truss-like half, it is characterized in that：The wallboard includes the prefabricated plate body of the both sides for linking together
（1）And the prefabricated plate body in both sides（1）The cast-in-place plate body of center section, the prefabricated plate body（1）Reinforcement is inside disposed with, is also included
Stretch out in prefabricated plate body（1）Outside by the prefabricated plate body in both sides（1）The dowel for linking together, the prefabricated board of described both sides
Body（1）Align and spaced have space（2）, the dowel is positioned at the space（2）Interior, the cast-in-place plate body is poured
In the space（2）In.
2. a kind of prefabricated panel of aerial truss-like half according to claim 1, it is characterized in that：The reinforcement is described pre-
Making sheet body（1）Inside it is criss-cross arranged, the dowel is connected with the reinforcement, the dowel is multiple rows of, and often row connects
Connect the unit muscle of X-shaped of the muscle including multiple spaced settings（3）, the unit muscle（3）Two ends extend into it is described prefabricated
Plate body（1）Interior and with inside reinforcement is welded.
3. a kind of prefabricated panel of aerial truss-like half according to claim 2, it is characterized in that：Often arrange unit muscle（3）Number
Measure identical, the unit muscle of adjacent row same position（3）Between align one by one, often arrange the unit muscle for aligning（3）Between
It is connected with the reinforcing rod for playing connection reinforcement effect（4）.
4. a kind of prefabricated panel of aerial truss-like half according to claim 3, it is characterized in that：The prefabricated plate body in both sides
（1）Thickness be 5 centimetres to 10 centimetres, the prefabricated plate body in both sides（1）Between space（2）Width be 5 centimetres to 10 centimetres.
5. a kind of prefabricated panel of aerial truss-like half according to claim 4, its preparation method is comprised the following steps：（1）
The laying of reinforcing bar is carried out first, for prefabricated plate body（1）Shape, arrangement and prefabricated plate body（1）The muscle body that shape is adapted, and
And arrangement unit muscle（3）；
（2）By unit muscle（3）Between the upper reinforcing rod of welding（4）, the unit muscle at specially same row's same position（3）Weldering
It is connected together, forms multiple reinforcing rods（4）The form being arranged side by side；
（3）Wooden template is installed, according to the form of the reinforcing bar laid, in the peripheral disposition template of reinforcing bar, makes template and outermost
Reinforcing bar between there is certain gap, the as thickness of cover to reinforcement, template is around the prefabricated plate body in both sides（1）Interior muscle body
Arrangement, and the unit muscle of centre（3）And reinforcing rod（4）Not in the template for being installed；
（4）Template is fixed, and to casting concrete in described template, is conserved after making concrete setting；
（5）The concrete blinding that will have been conserved is removed, and obtains prefabricated wallboard.
6. a kind of prefabricated panel of aerial truss-like half according to claim 4, it is characterized in that:The prefabricated plate body in both sides
（1）Thickness be 6 centimetres to 8 centimetres, the prefabricated plate body in both sides（1）Between space（2）Width be 6 centimetres to 8 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710114755.8A CN106894550A (en) | 2017-02-28 | 2017-02-28 | A kind of prefabricated panel of aerial truss-like half and preparation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710114755.8A CN106894550A (en) | 2017-02-28 | 2017-02-28 | A kind of prefabricated panel of aerial truss-like half and preparation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106894550A true CN106894550A (en) | 2017-06-27 |
Family
ID=59184859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710114755.8A Pending CN106894550A (en) | 2017-02-28 | 2017-02-28 | A kind of prefabricated panel of aerial truss-like half and preparation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106894550A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107379224A (en) * | 2017-07-28 | 2017-11-24 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of Combined type reinforced truss concrete structure heat-preserving wall component |
| CN111075084A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Method and device for manufacturing disassembly-free non-metal bottom plate fixed mold laminated slab |
| CN111075064A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Steel frame-concrete shear wall structure building and construction method thereof |
| CN111075063A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Formwork-removal-free concrete shear wall structure building and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008149598A (en) * | 2006-12-19 | 2008-07-03 | Takayuki Ueda | Manufacturing method of slab component plate material, void retaining device and void/slab component plate materials |
| CN104196054A (en) * | 2014-07-25 | 2014-12-10 | 南京长江都市建筑设计股份有限公司 | Basement double-layer overlapping prefabricated outer wall |
| CN105937277A (en) * | 2016-06-21 | 2016-09-14 | 华东建筑设计研究院有限公司 | T-shaped shear wall edge member connecting structure |
| CN206554334U (en) * | 2017-02-28 | 2017-10-13 | 河北晶通建筑科技股份有限公司 | A kind of prefabricated panel of aerial truss-like half |
-
2017
- 2017-02-28 CN CN201710114755.8A patent/CN106894550A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008149598A (en) * | 2006-12-19 | 2008-07-03 | Takayuki Ueda | Manufacturing method of slab component plate material, void retaining device and void/slab component plate materials |
| CN104196054A (en) * | 2014-07-25 | 2014-12-10 | 南京长江都市建筑设计股份有限公司 | Basement double-layer overlapping prefabricated outer wall |
| CN105937277A (en) * | 2016-06-21 | 2016-09-14 | 华东建筑设计研究院有限公司 | T-shaped shear wall edge member connecting structure |
| CN206554334U (en) * | 2017-02-28 | 2017-10-13 | 河北晶通建筑科技股份有限公司 | A kind of prefabricated panel of aerial truss-like half |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107379224A (en) * | 2017-07-28 | 2017-11-24 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of Combined type reinforced truss concrete structure heat-preserving wall component |
| CN111075084A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Method and device for manufacturing disassembly-free non-metal bottom plate fixed mold laminated slab |
| CN111075064A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Steel frame-concrete shear wall structure building and construction method thereof |
| CN111075063A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Formwork-removal-free concrete shear wall structure building and construction method thereof |
| CN111075084B (en) * | 2018-10-18 | 2022-02-11 | 中清大科技股份有限公司 | Method and device for manufacturing disassembly-free non-metal bottom plate fixed mold laminated slab |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103114669B (en) | Ribbed steel bar truss concrete superimposed sheet and construction method thereof | |
| CN106284654B (en) | Assembled beam-column joint attachment device | |
| CN106894550A (en) | A kind of prefabricated panel of aerial truss-like half and preparation method | |
| CN105220808B (en) | Large-span prestressed arch bar in-situ precast construction method of installation | |
| CN105507476B (en) | A kind of construction method of even arch covering | |
| CN107476470A (en) | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls and its construction method | |
| CN110409811B (en) | Non-dismantling forming column template containing reinforcement cage, template structure and building process | |
| CN206368422U (en) | A kind of assembled beam-column connecting node | |
| CN107605177A (en) | The construction method of efficient precast floor slab and its independent support frame | |
| CN208884783U (en) | Assembled architecture PCF plate and connection component | |
| CN107130720B (en) | PK prestressed concrete overlapped slab construction method | |
| CN105839836A (en) | Precast concrete shear wall component and construction method thereof | |
| CN106320704A (en) | Steel reinforced concrete structure formwork sleeve threaded rod pulling construction method | |
| CN110158394A (en) | A kind of concrete ultra-flat terrace cutting-free constructing structure | |
| CN108277881A (en) | A kind of assembled beam-column connecting node | |
| CN103806659B (en) | Super thick prestressing force change-over panel individual layer comprehensively supports and splits temperature control construction technology with control | |
| CN104153573B (en) | V-type cylinder concrete pour mould and construction method | |
| CN106436895A (en) | Steel column-shear wall combined assembled residential building system and construction method thereof | |
| CN210263131U (en) | Assembled is from stagnant water underground pipe gallery structure | |
| CN208430661U (en) | A kind of vertical piece construction of line-styled self-heat conserving overlapped shear wall | |
| CN207032466U (en) | A kind of superposed type prefabricated reinforced concrete structure system | |
| CN207436503U (en) | Efficient construction of precast floorslab hangs membrane module | |
| CN206554334U (en) | A kind of prefabricated panel of aerial truss-like half | |
| CN205804745U (en) | A kind of precast concrete shear wall component | |
| CN205296522U (en) | Super thick cast -in -place post stretching of large -span prestressing force hollow floor that slowly bonds |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination |