CN107379224A - A kind of Combined type reinforced truss concrete structure heat-preserving wall component - Google Patents
A kind of Combined type reinforced truss concrete structure heat-preserving wall component Download PDFInfo
- Publication number
- CN107379224A CN107379224A CN201710628192.4A CN201710628192A CN107379224A CN 107379224 A CN107379224 A CN 107379224A CN 201710628192 A CN201710628192 A CN 201710628192A CN 107379224 A CN107379224 A CN 107379224A
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- China
- Prior art keywords
- internal layer
- bar
- lining
- steel
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 230000002787 reinforcement Effects 0.000 claims abstract description 45
- 210000003195 fascia Anatomy 0.000 claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 8
- 238000003466 welding Methods 0.000 claims abstract description 8
- 230000001681 protective effect Effects 0.000 claims description 10
- 238000005034 decoration Methods 0.000 claims description 8
- 238000010792 warming Methods 0.000 claims description 6
- 239000004568 cement Substances 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 10
- 238000005266 casting Methods 0.000 abstract description 3
- 238000010923 batch production Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract description 2
- 238000004904 shortening Methods 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 45
- 238000004321 preservation Methods 0.000 description 10
- 238000009413 insulation Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 208000002925 dental caries Diseases 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/22—Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
Abstract
The present invention is to provide a kind of Combined type reinforced truss concrete structure heat-preserving wall component.Including Side fascia, lining and truss, the truss include by the crisscross outer reinforcement net being formed by welding of reinforcing bar, by the crisscross internal layer bar-mat reinforcement being formed by welding of reinforcing bar, the junction steel plate being connected between outer reinforcement net and internal layer bar-mat reinforcement, be welded on the online outer layer C-type steel of outer reinforcement and the internal layer C-type steel being welded on internal layer bar-mat reinforcement, Side fascia is separately fixed in outer layer C-type steel and internal layer C-type steel with lining.The present invention is completed most of process of building wall body construction by batch production, and after lifting is in place, scene only needs the casting concrete in chamber to form supporting course, you can forms required energy-saving heat-insulating wall.The construction speed of building can not only accelerated, construction period shortening, and also advantageously improve the quality of wall, reduce cost.
Description
Technical field
Patent of the present invention refers to a kind of construction material, specifically a kind of for building construction heat-preserving wall
Component.
Background technology
EPS heat preservation modules have been widely used as the insulation material of building masonry wall.The wall constructed guarantor of EPS heat preservation modules at present
The mode of warm layer has：（1）First wall constructed supporting course, then EPS heat preservation modules are pasted onto on supporting course and form heat-insulation layer, then
Protective layer is laid outside EPS heat preservation modules heat-insulation layer；（2）Heat-insulation layer is formed with the connection of EPS heat preservation modules, set in the side of heat-insulation layer
Put template and form cavity, then carrying out concreting in the cavities makes EPS heat preservation modules form one with concrete, finally again
Protective layer is laid outside EPS heat preservation module heat-insulation layers；（3）Heat-insulation layer is formed with the connection of EPS heat preservation modules, in the both sides of heat-insulation layer
Template is set to form two cavitys, then carry out concreting in two cavitys respectively to make EPS heat preservation modules and concrete shape
Integrally, sandwich heat preserving wall body.The defects of these modes is：The splicings of EPS heat preservation modules, the installation of masterplate, concrete pour
Build, even construction of overcoat etc. will be carried out in construction site, its site operation amount is big, cause building integral constructing speed
Degree reduces, long construction period.
Using truss structure, the both sides that Side fascia, lining are assembled into truss form concreting chamber, are to improve
The speed of application of building masonry wall, the effective means for shortening the duration.But Side fascia, lining assemble, the formation of load-carrying members
Mode etc. all affects the total quality of building masonry wall.
The content of the invention
The purpose of patent of the present invention is to provide a kind of integrated level height, is easy to factorial praluction, can form high intensity supporting course
Combined type reinforced truss concrete structure heat-preserving wall component.
What the purpose of patent of the present invention was realized in：
Including Side fascia, lining and truss, the truss include by the crisscross outer reinforcement net being formed by welding of reinforcing bar, by
The crisscross internal layer bar-mat reinforcement being formed by welding of reinforcing bar, the junction steel plate being connected between outer reinforcement net and internal layer bar-mat reinforcement,
It is welded on the online outer layer C-type steel of outer reinforcement and the internal layer C-type steel being welded on internal layer bar-mat reinforcement, Side fascia and lining point
It is not fixed in outer layer C-type steel and internal layer C-type steel.
Patent of the present invention can also include：
1st, the lacing wire include horizontal connection steel plate and tilt junction steel plate, the upper-end bent of the longitudinal bar of outer reinforcement net with it is interior
Dock and be welded into one in the upper end of the longitudinal bar of layer bar-mat reinforcement.
2nd, described Side fascia includes warming plate, protective plate and decoration panel, and warming plate and protective plate are bolted on
On outer layer channel-section steel, decoration panel is fixed on protective plate；The lining is that cement plate or rigid fireproof board, lining pass through spiral shell
Nail is fixed in internal layer C-type steel.
3rd, the end of bolt penetrates outer layer C-type steel, and the end of screw penetrates internal layer C-type steel.
4th, routing hole is provided with lining, place relative with the position of routing hole is provided with wiring groove, cloth on the inside of internal layer C-type steel
Wire casing is connected with installation pipe.
5th, it is provided with window on Side fascia, lining and truss.
The truss of patent of the present invention is by outer reinforcement net, internal layer bar-mat reinforcement, junction steel plate, outer layer C-type steel and internal layer C-type steel
Composition.Junction steel plate is connected between outer reinforcement net and internal layer bar-mat reinforcement, is made between outer reinforcement net and internal layer bar-mat reinforcement both
Retain certain spacing and form firm connection again.Outer layer C-type steel and internal layer C-type steel are separately fixed at outer reinforcement net and internal layer steel
Muscle is online, as Side fascia and the fixture of lining.Side fascia is separately fixed at outer layer C-type steel and internal layer c-type with lining
On steel, concreting chamber is formed.The truss of patent of the present invention is mainly combined by bar-mat reinforcement and C-type steel, this structure
Truss may act as the support of Side fascia and lining, form heat-preserving wall component, and and can enough forms concreting chamber, special
It is not that ectonexine bar-mat reinforcement is formed by welding by reinforcing bar is crisscross, form steel reinforcement cage after being connected by junction steel plate holds as wall
Weight reinforcing bar, the longitudinal bar between each layer are welded to each other, and the supporting course of high intensity is formed after casting concrete, disclosure satisfy that high level is built
Build the construction reference requirement of thing.
Patent of the present invention is completed most of process of building wall body construction by batch production, and after lifting is in place, scene is only
Need casting concrete composition supporting course in the cavities, you can form required energy-saving heat-insulating wall.Building can not only be made
The construction speed of thing is accelerated, construction period shortens, and also advantageously improves the quality of wall, reduces cost.
Brief description of the drawings
Fig. 1 is the assembling schematic diagram of patent of the present invention.
Fig. 2 is the general structure schematic diagram of patent of the present invention（Do not include window）.
Fig. 3 is the general structure schematic diagram of patent of the present invention（Including window）.
Fig. 4 is outer reinforcement web frame schematic diagram.
Fig. 5 is internal layer bar-mat reinforcement structural representation.
Fig. 6 is Fig. 3 transverse sectional view.
Fig. 7 is Fig. 3 longitudinal sectional view.
Fig. 8 is the partial sectional view after concreting is completed.
Fig. 9 is the general structure schematic diagram of patent of the present invention（Including routing hole）.
Embodiment
Illustrate below in conjunction with the accompanying drawings for a more detailed description to patent of the present invention.
The first embodiment of patent of the present invention includes Side fascia, lining 5 and truss.Truss is included by longitudinal bar 4-
The outer reinforcement net 4-1 that 1-1, cross reinforcement 4-1-2 are staggeredly formed by welding, staggeredly welded by longitudinal bar 4-2-1, cross reinforcement 4-2-2
The internal layer bar-mat reinforcement 4-2 of composition, the junction steel plate 4-3 being connected between outer reinforcement net and internal layer bar-mat reinforcement, is welded on outer layer
Outer layer C-type steel 4-1-3 outside the bar-mat reinforcement and internal layer C-type steel 4-2-3 being welded on outside internal layer bar-mat reinforcement.Side fascia includes warming plate
3rd, protective plate 2 and decoration panel 1, warming plate and protective plate are fixed in outer layer C-type steel by bolt 7, and decoration panel is fixed on protection
On plate.The lining is cement plate or rigid fireproof board, and lining is fixed in internal layer C-type steel by screw 8.Decoration panel
Fixed form can be pasted onto on protective plate or be fixed on protective plate using anchor studs 9.When decoration panel uses
When anchor studs are fixed, overlap edge is set between two pieces of decoration panels, anchor studs are arranged at overlap edge.Side fascia is fixed with lining
After on truss, concreting chamber is formed, concrete 11 is poured into a mould in concreting chamber after lifting combination.
The first embodiment of patent of the present invention is the described junction steel plate bag on the basis of the first embodiment
Include horizontal connection steel plate 4-3-1 and tilt junction steel plate 4-3-2, there is bending section 10 upper end of the longitudinal bar of outer reinforcement net, curved
Tune is docked and is welded into one with the upper end of the longitudinal bar of internal layer bar-mat reinforcement.The embodiment i.e. ensure that ectonexine bar-mat reinforcement it
Between effective connection, bending section and can enough is easy to lift as suspension ring.
The third embodiment of patent of the present invention is to make the end of bolt on the basis of one of above two embodiment
Portion penetrates outer layer C-type steel, and the end of screw penetrates internal layer C-type steel.In the embodiment, after concrete has been poured, bolt with
The end of screw is located among concrete, and good combination is formed with concrete, it is ensured that and inside and outside wall board is combined into one with supporting course,
Prevent from coming off.
4th kind of embodiment of patent of the present invention is on the basis of one of each embodiment, and cloth is provided with lining
String holes 14, internal layer C-type steel inner side place relative with the position of routing hole are provided with wiring groove 12, and wiring groove is connected with installation pipe 13.
5th kind of embodiment of patent of the present invention be on the basis of one of each embodiment, Side fascia, lining and
Window is provided with truss, window 6 is installed at window.
Claims (6)
1. a kind of Combined type reinforced truss concrete structure heat-preserving wall component, including Side fascia, lining and truss, its feature
It is：The truss by the crisscross outer reinforcement net being formed by welding of reinforcing bar, by reinforcing bar is crisscross including in being formed by welding
Layer bar-mat reinforcement, the junction steel plate being connected between outer reinforcement net and internal layer bar-mat reinforcement, it is welded on the online outer layer C of outer reinforcement
Shaped steel and the internal layer C-type steel being welded on internal layer bar-mat reinforcement, Side fascia are separately fixed at outer layer C-type steel and internal layer C with lining
On shaped steel.
2. Combined type reinforced truss concrete structure heat-preserving wall component according to claim 1, it is characterized in that：The drawing
Muscle include horizontal connection steel plate and tilt junction steel plate, the upper-end bent of the longitudinal bar of outer reinforcement net and with internal layer bar-mat reinforcement
Dock and be welded into one in the upper end of longitudinal bar.
3. Combined type reinforced truss concrete structure heat-preserving wall component according to claim 2, it is characterized in that：Described
Side fascia includes warming plate, protective plate and decoration panel, and warming plate and protective plate are bolted in outer layer C-type steel, facing
Plate is fixed on protective plate；The lining is cement plate or rigid fireproof board, and lining is fixed by screws in internal layer c-type
On steel.
4. Combined type reinforced truss concrete structure heat-preserving wall component according to claim 3, it is characterized in that：Bolt
End penetrates outer layer C-type steel, and the end of screw penetrates internal layer C-type steel.
5. Combined type reinforced truss concrete structure heat-preserving wall component according to claim 4, it is characterized in that：Lining
On be provided with routing hole, place relative with the position of routing hole is provided with wiring groove on the inside of internal layer C-type steel, and wiring groove is connected with wiring
Pipe.
6. Combined type reinforced truss concrete structure heat-preserving wall component according to claim 5, it is characterized in that：Exterior wall
Window is provided with plate, lining and truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710628192.4A CN107379224A (en) | 2017-07-28 | 2017-07-28 | A kind of Combined type reinforced truss concrete structure heat-preserving wall component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710628192.4A CN107379224A (en) | 2017-07-28 | 2017-07-28 | A kind of Combined type reinforced truss concrete structure heat-preserving wall component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107379224A true CN107379224A (en) | 2017-11-24 |
Family
ID=60342870
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710628192.4A Pending CN107379224A (en) | 2017-07-28 | 2017-07-28 | A kind of Combined type reinforced truss concrete structure heat-preserving wall component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107379224A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138198A (en) * | 2018-11-02 | 2019-01-04 | 中国人民解放军军事科学院国防工程研究院 | A kind of structual shield Integrated-type shield room |
| CN109629740A (en) * | 2019-01-05 | 2019-04-16 | 山东邦得绿建建材科技有限公司 | A kind of frame and window border structure of cold-prevention bridge assembled out-hung panel |
| CN111851860A (en) * | 2020-08-28 | 2020-10-30 | 河南昌煜科技有限公司 | Light thermal insulation wall |
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| CN103835413A (en) * | 2014-03-21 | 2014-06-04 | 北京工业大学 | Foamed concrete bearing wall wrapped with wire mesh mortar boards and provided with line-shaped frame and construction method |
| CN103924711A (en) * | 2014-05-01 | 2014-07-16 | 西安科技大学 | Assembled type gridding shearing wall structural system and construction technology of assembled type gridding shearing wall structural system |
| CN105544814A (en) * | 2016-02-05 | 2016-05-04 | 伯恩太阳能科技有限公司 | Modular integrated building system |
| CN106522408A (en) * | 2016-11-25 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type cast-in-place concrete frame thermal-insulating wall component |
| CN106522407A (en) * | 2016-11-18 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Fabricated cast-in-place concrete sandwich insulation wall steel frame formwork system and connecting parts |
| CN206233401U (en) * | 2016-11-25 | 2017-06-09 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembled cast-in-place concrete frame insulating wall body construction |
| CN106894550A (en) * | 2017-02-28 | 2017-06-27 | 河北晶通建筑科技股份有限公司 | A kind of prefabricated panel of aerial truss-like half and preparation method |
| CN107119827A (en) * | 2017-07-10 | 2017-09-01 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of frame joint assembled wall body construction |
| CN107165314A (en) * | 2017-07-16 | 2017-09-15 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembled sandwich heat preservation concrete shear wall structure non-dismantling formwork system |
| CN207140032U (en) * | 2017-07-28 | 2018-03-27 | 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 |
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2017
- 2017-07-28 CN CN201710628192.4A patent/CN107379224A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103835413A (en) * | 2014-03-21 | 2014-06-04 | 北京工业大学 | Foamed concrete bearing wall wrapped with wire mesh mortar boards and provided with line-shaped frame and construction method |
| CN103924711A (en) * | 2014-05-01 | 2014-07-16 | 西安科技大学 | Assembled type gridding shearing wall structural system and construction technology of assembled type gridding shearing wall structural system |
| CN105544814A (en) * | 2016-02-05 | 2016-05-04 | 伯恩太阳能科技有限公司 | Modular integrated building system |
| CN106522407A (en) * | 2016-11-18 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Fabricated cast-in-place concrete sandwich insulation wall steel frame formwork system and connecting parts |
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| CN106894550A (en) * | 2017-02-28 | 2017-06-27 | 河北晶通建筑科技股份有限公司 | A kind of prefabricated panel of aerial truss-like half and preparation method |
| CN107119827A (en) * | 2017-07-10 | 2017-09-01 | 哈尔滨鸿盛房屋节能体系研发中心 | A kind of frame joint assembled wall body construction |
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| CN207140032U (en) * | 2017-07-28 | 2018-03-27 | 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 |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138198A (en) * | 2018-11-02 | 2019-01-04 | 中国人民解放军军事科学院国防工程研究院 | A kind of structual shield Integrated-type shield room |
| CN109629740A (en) * | 2019-01-05 | 2019-04-16 | 山东邦得绿建建材科技有限公司 | A kind of frame and window border structure of cold-prevention bridge assembled out-hung panel |
| CN109629740B (en) * | 2019-01-05 | 2023-11-14 | 山东邦得绿建建材科技有限公司 | Frame and window frame structure of cold bridge prevention assembled external wall board |
| CN111851860A (en) * | 2020-08-28 | 2020-10-30 | 河南昌煜科技有限公司 | Light thermal insulation wall |
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| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20171124 |
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