CN207140032U - 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
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- CN207140032U CN207140032U CN201720927334.2U CN201720927334U CN207140032U CN 207140032 U CN207140032 U CN 207140032U CN 201720927334 U CN201720927334 U CN 201720927334U CN 207140032 U CN207140032 U CN 207140032U
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Abstract
Provided by the utility model is 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 utility model 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
It is specifically a kind of for building construction heat-preserving wall the utility model relates to a kind of construction material
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 this utility model is to provide a kind of integrated level height, is easy to factorial praluction, can form high intensity and hold
The Combined type reinforced truss concrete structure heat-preserving wall component of double-layer.
What the purpose of this utility model was realized in：
Including Side fascia, lining and truss, the truss is included by the crisscross outer reinforcement being formed by welding of reinforcing bar
Net, by the crisscross internal layer bar-mat reinforcement being formed by welding of reinforcing bar, the connection being connected between outer reinforcement net and internal layer bar-mat reinforcement
Steel plate, 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 with it is interior
Wallboard is separately fixed in outer layer C-type steel and internal layer C-type steel.
The utility model can also include：
1st, the lacing wire includes horizontal connection steel plate and tilts junction steel plate, the upper-end bent of the longitudinal bar of outer reinforcement net
Dock and be welded into one with the upper end of the longitudinal bar of internal 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.
Truss of the present utility model 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.Truss of the present utility model 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.
The utility model 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 assembling schematic diagram of the present utility model.
Fig. 2 is general structure schematic diagram of the present utility model（Do not include window）.
Fig. 3 is general structure schematic diagram of the present utility model（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 general structure schematic diagram of the present utility model（Including routing hole）.
Embodiment
Illustrate below in conjunction with the accompanying drawings for a more detailed description to the utility model.
The first embodiment of the present utility model 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 the present utility model 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 the present utility model 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 the present utility model 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 the present utility model 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 company
Connect steel plate 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 reinforcing bar
Dock and be welded into one in the upper end of the longitudinal bar of net.
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 |
|---|---|---|---|
| CN201720927334.2U CN207140032U (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 |
|---|---|---|---|
| CN201720927334.2U CN207140032U (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 |
|---|---|
| CN207140032U true CN207140032U (en) | 2018-03-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720927334.2U Active CN207140032U (en) | 2017-07-28 | 2017-07-28 | A kind of Combined type reinforced truss concrete structure heat-preserving wall component |
Country Status (1)
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| CN (1) | CN207140032U (en) |
Cited By (1)
| 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 |
-
2017
- 2017-07-28 CN CN201720927334.2U patent/CN207140032U/en active Active
Cited By (1)
| 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 |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191030 Address after: 150036 No. 145, Xiangfang Avenue, Xiangfang District, Heilongjiang, Harbin Co-patentee after: Harbin Hongsheng building material manufacturing Limited by Share Ltd Patentee after: Hongsheng Room Energy Saving System Research Dev. Centre, Harbin Address before: 150036 No. 145, Xiangfang Avenue, Xiangfang District, Heilongjiang, Harbin Patentee before: Hongsheng Room Energy Saving System Research Dev. Centre, Harbin |