CN108487540A - A kind of steel plate mesh frame and combinations thereof wall - Google Patents
A kind of steel plate mesh frame and combinations thereof wall Download PDFInfo
- Publication number
- CN108487540A CN108487540A CN201810476794.7A CN201810476794A CN108487540A CN 108487540 A CN108487540 A CN 108487540A CN 201810476794 A CN201810476794 A CN 201810476794A CN 108487540 A CN108487540 A CN 108487540A
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- braced frame
- holes
- connection strap
- steel plate
- strap body
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 57
- 239000010959 steel Substances 0.000 title claims abstract description 57
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 28
- 210000003205 muscle Anatomy 0.000 claims abstract description 21
- 239000002184 metal Substances 0.000 claims abstract description 17
- 229910052751 metal Inorganic materials 0.000 claims abstract description 17
- 239000000945 filler Substances 0.000 claims abstract description 6
- 238000004321 preservation Methods 0.000 claims description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 210000003456 pulmonary alveoli Anatomy 0.000 claims description 12
- 230000015572 biosynthetic process Effects 0.000 claims description 7
- 238000005452 bending Methods 0.000 claims description 5
- 239000011083 cement mortar Substances 0.000 claims description 5
- 238000007711 solidification Methods 0.000 claims description 5
- 230000008023 solidification Effects 0.000 claims description 5
- 208000002925 dental caries Diseases 0.000 claims description 2
- 239000004744 fabric Substances 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 7
- 238000002360 preparation method Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 210000002615 epidermis Anatomy 0.000 description 4
- 239000002356 single layer Substances 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 230000002146 bilateral effect Effects 0.000 description 3
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 3
- 239000010931 gold Substances 0.000 description 3
- 229910052737 gold Inorganic materials 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005538 encapsulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/08—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of metal, e.g. sheet metal
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/7604—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only fillings for cavity walls
-
- 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
- E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
- E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/292—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and sheet metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
- Panels For Use In Building Construction (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of steel plate mesh frame and combinations thereof walls,The support rack being set up in parallel including multilayer,The cavity zone for being placed in filler is formed between each support rack and adjacent support rack,Integral type braced frame is connected to form by connection strap body between each steel wire net rack,It is both provided with positioned at any one side of braced frame or on any number of sides of braced frame the web plate with holes encapsulated along corresponding side surface,Web plate with holes is fixed in the corresponding side surface of braced frame,Braced frame separates internal dead zone by web plate with holes,The side that internal dead zone is equipped with web plate with holes forms the structure type that mortar outflow is connected and obstructed with external environment,Especially there is muscle expansion web to combine steel wire net rack and expanded metal lath,New in structure,Steel wire net rack can be with industrialized production,It can quickly prepare,There is muscle expansion web to hang over the outside of steel fabric sheet,Also it is conducive to form flat surface conducive to wall is formed.
Description
Technical field
The present invention relates to building fields, especially suitable for a kind of steel plate mesh frame.
Background technology
Typically use is prefabricated in preparation process or uses two kinds of preparation methods such as cast in situs for existing wall,
But some defects are all individually present such as in both preparation methods：
Its crack resistance of the wallboard of cast in situs is poor.It often will appear crack in serviceability limit stage, it is outdoor, coastal, chemical
Durability can be influenced when erosion, and further crack damage is caused to reduce the wall service life；The application of high tensile reinforcement is limited, is carried
Ability is limited.In heavy structure and highrise building fundus structure, scantling is too big, reduces use space, and cast in situs
Wallboard construction is complicated, process is more.Formwork ties up reinforcing bar, pours, conserving, long in time limit, and construction is affected by season, weather,
The mobility of mortar is poor in preparation process, is susceptible to pit, visual poor, can not effectively observe internal mortar flowing feelings
Condition, wall are susceptible to defect, and scene is needed to build internal reinforcing bar, build template and take time and effort；Prefabricated panel then needs
Long-distance transport is influenced to cause wall body structure impaired in transmission process by jolting, time-consuming and laborious.
Invention content
Goal of the invention, the present invention is cumbersome for the above-mentioned existing wallboard preparation process process that pours, template type preparation process
Backward problem, and a kind of steel plate mesh frame and combinations thereof wall is provided, preparation process summary is realized, was made
Journey visualizes, and can quickly be prepared suitable for industrialized production.
A kind of steel plate mesh frame comprising the support rack that multilayer is set up in parallel, it is each to support rack and adjacent branch
The cavity zone for being placed in filler is all formed between support rack, and one is connected to form by connection strap body between each steel wire net rack
Body formula braced frame；
It is both provided with edge positioned at any one side of braced frame or on any number of sides of braced frame
The web plate with holes of corresponding side surface encapsulation, web plate with holes is fixed in the corresponding side surface of braced frame, and braced frame passes through with holes
Web plate separates internal dead zone, and the side formation that internal dead zone is equipped with web plate with holes is connected with external environment and obstructs mortar
The structure type of outflow.
Further, it is located in any one cavity or in any number of cavitys filled with heat preservation laminate.
Further, cavity zone is made of heat preservation zone and note alveolus, and the cavity zone filled with heat preservation laminate is heat preservation zone, note
The cavity zone for entering to be useful for being formed fixed wall is note alveolus.
Further, each steel wire net rack is connected to form integral type support frame by the horizontal-extending connection strap body of multiple row
Frame, each column connection strap body are all located in the vertical direction in same perpendicular.
Further, each connection strap body is fixedly connected with support rack.
Further, connection strap body all with support rack connection type be bending catch on expanded metal lath reinforcing rib position or
Person be located on connection strap body be provided be threaded through nut fixation be carved with dent, dent on the support frame or on connection strap body
Go out equipped becket and be fixedly clamped and is welded and fixed on the support frame across expanded metal lath in braced frame or connection strap body.
Further, the connection strap body is reinforcing rod, and the support rack is reinforcing mattress board, the band hole pattern
Plate is to have muscle expansion web.
A kind of steel plate mesh frame assembled wall includes a kind of such as above-mentioned steel plate mesh frame, is located at each band hole pattern
It is each coated with screed on the lateral surface of plate, being injected with mortar positioned at braced frame forms solidification wall.
Further, the screed and mortar are cement mortar.
The present invention has the advantage that for existing：
1. especially thering is muscle expansion web to combine steel wire net rack and expanded metal lath, enhancing bone of the steel wire net rack as wall
Frame, even without again plus reinforcing steel bar, so that it may with reach with armored concrete effect same, have muscle expansion web as wall outside
Epidermis, on the one hand can be used as non-dismantling formwork, and steel mesh is formed after on the other hand having muscle expansion web to smear mortar enhances wall crust, this
The crust cracking resistance of sample, intensity are also high.It is required according to wall inclination, reinforcing steel bar can be fixed on the drawknot steel wire of steel wire net rack
On, or reinforcing steel bar binding is increased intensity on the external net slice of steel wire net rack and adapts to different demands.
2. steel wire net rack can choose different-diameter steel wire different densities steel wire net rack according to demand with industrialized production, complete
It need not build at the scene of progress again entirely, steel using amount can be substantially reduced by choosing reinforcing bar according to demand, be avoided waste.
3. there is muscle expansion web to hang over the outside of steel fabric sheet, muscle expansion web can be fixed with the drawknot silk of steel wire net rack
Enhance muscle portion position.If making the drawknot silk of steel wire net rack there is penetrated with muscle expansion in the inside of steel fabric sheet there is muscle expansion web to be arranged
The mesh thrown the net, when pouring into a mould grouting material, grouting material is incorporated in there is muscle expansion web to push away outward with outside steel fabric sheet
Together.It is easy to various components adhesive solidification
4. pour into a mould concrete or wall light-weight aggregate, there is the mesh of muscle expansion web that can exclude the interior of grouting material
Portion's air increases compactness, even without vibrating, while can see flowing of the slurry inside wall, discovery pours deficiency
Place, there is muscle expansion web inherently to have stronger vibrato, take the method that locally taps to shake skeleton, ensure to pour
It is closely knit.
Description of the drawings
Fig. 1 is two layers of steel fabric sheet expanded metal lath wall body structure schematic diagram of Single-layer Insulation.
Fig. 2 is that two layers of steel fabric sheet expanded metal lath wall body structure schematic diagram is kept the temperature on the outside of single layer.
Fig. 3 is that two layers of steel fabric sheet expanded metal lath wall body structure schematic diagram is kept the temperature on the outside of single layer.
Fig. 4 is that compound steel silk netting expanded metal lath wall body structure schematic diagram is kept the temperature on the outside of single layer.
Fig. 5 is sandwich heat preservation structure steel wire net rack expanded metal lath wall body structure schematic diagram.
Wherein, cavity zone 1, web plate with holes 2, braced frame 3, support rack 4, heat preservation laminate 5.
Specific implementation mode
Embodiment 1, as shown in Figs. 1-2, a kind of steel plate mesh frame comprising two layers of support rack 4 being set up in parallel, institute
The support rack stated is reinforcing mattress board, supports and all forms the cavity for being placed in filler between rack and adjacent support rack
Area 1, is connected to form integral type braced frame 3 between each steel wire net rack by connection strap body, and the connection strap body is reinforcing bar
Item.
The web plate with holes 2 encapsulated along corresponding side surface, web plate with holes are both provided on the bilateral side of braced frame
It is fixed in the corresponding side surface of braced frame, braced frame is located at the inside sky inside braced frame by web plate with holes partition
Area, the side that internal dead zone is equipped with web plate with holes form the structure type that mortar outflow is connected and obstructed with external environment,
The web plate with holes is to have muscle expansion web, has the opening that muscle expansion net surface is reserved smaller, mortar surface tension conference exists
Opening can be obstructed by the formation of tension, but the steam of mortar epidermis is allowed to be linked up with external environment, be filled out in cavity zone 1
Filled with heat preservation laminate 5, it is each coated with screed on the lateral surface of each web plate with holes, mortar is injected with positioned at braced frame
Solidification wall is formed, the screed and mortar are cement mortar.
Each steel wire net rack is connected to form integral type braced frame, each column connection by the horizontal-extending connection strap body of multiple row
Body is all located in the vertical direction in same perpendicular, and cavity zone 1 is divided into multiple grids by multiple row connection strap body, described
Heat preservation laminate form the body of corresponding big small size and be inserted into grid.
Connection strap body is all that bending catches on the reinforcing rib position of expanded metal lath or positioned at company with the connection type of support rack
Be provided on narrow bars body be threaded through nut fixation be carved with dent on the support frame or on connection strap body, dent, which goes out, is equipped with gold
Category ring, which is fixedly clamped, to be welded and fixed on the support frame in braced frame or connection strap body across expanded metal lath.
Embodiment 2, as shown in Figure 3-4, a kind of steel plate mesh frame comprising three layers of support rack 4 being set up in parallel, institute
The support rack stated is reinforcing mattress board, and each support is formed between rack and adjacent support rack for being placed in filler
Cavity zone 1 is connected to form integral type braced frame 3 between each steel wire net rack by connection strap body, and the connection strap body is
Reinforcing rod.
The web plate with holes 2 encapsulated along corresponding side surface, web plate with holes are both provided on the bilateral side of braced frame
It is fixed in the corresponding side surface of braced frame, braced frame is located at the inside sky inside braced frame by web plate with holes partition
Area, the side that internal dead zone is equipped with web plate with holes form the structure type that mortar outflow is connected and obstructed with external environment,
The web plate with holes is to have muscle expansion web, has the opening that muscle expansion net surface is reserved smaller, mortar surface tension conference exists
Opening can be obstructed by the formation of tension, but the steam of mortar epidermis is allowed to be linked up with external environment, and cavity zone is by heat preservation zone
With note alveolus composition, the cavity zone filled with heat preservation laminate is heat preservation zone, is located in any one heat preservation zone and is filled with insulating layer
Plate 5, in addition to heat preservation zone other be for be injected be used to form fixed wall cavity zone be note alveolus, note alveolus in formation wall
Plate is each coated with screed on the lateral surface of each web plate with holes, and being injected with mortar positioned at braced frame forms solidification wall
Body, the screed and mortar are cement mortar.
Each steel wire net rack is connected to form integral type braced frame, each column connection by the horizontal-extending connection strap body of multiple row
Body is all located in the vertical direction in same perpendicular, and cavity zone 1 is divided into multiple grids by multiple row connection strap body, described
Heat preservation laminate form the body of corresponding big small size and be inserted into grid.
Connection strap body is all that bending catches on the reinforcing rib position of expanded metal lath or positioned at company with the connection type of support rack
Be provided on narrow bars body be threaded through nut fixation be carved with dent on the support frame or on connection strap body, dent, which goes out, is equipped with gold
Category ring, which is fixedly clamped, to be welded and fixed on the support frame in braced frame or connection strap body across expanded metal lath.
Embodiment 3, as shown in figure 5, a kind of steel plate mesh frame comprising four layers of support rack 4 being set up in parallel, it is described
Support rack be reinforcing mattress board, each support forms the sky for being placed in filler between rack and adjacent support rack
Alveolus 1, is connected to form integral type braced frame 3 between each steel wire net rack by connection strap body, and the connection strap body is steel
Rib.
The web plate with holes 2 encapsulated along corresponding side surface, web plate with holes are both provided on the bilateral side of braced frame
It is fixed in the corresponding side surface of braced frame, braced frame is located at the inside sky inside braced frame by web plate with holes partition
Area, the side that internal dead zone is equipped with web plate with holes form the structure type that mortar outflow is connected and obstructed with external environment,
The web plate with holes is to have muscle expansion web, has the opening that muscle expansion net surface is reserved smaller, mortar surface tension conference exists
Opening can be obstructed by the formation of tension, but the steam of mortar epidermis is allowed to be linked up with external environment, and cavity zone is by heat preservation zone
With note alveolus composition, it is filled with and keeps the temperature the cavity zone of laminate for heat preservation zone, filled with heat preservation laminate in centrally located heat preservation zone
5, in addition to heat preservation zone other be for be injected be used to form fixed wall cavity zone be note alveolus, note alveolus in formation wall
Plate.
It is each coated with screed on the lateral surface of each web plate with holes, being injected with mortar positioned at braced frame forms admittedly
Change wall, the screed and mortar are cement mortar.
Each steel wire net rack is connected to form integral type braced frame, each column connection by the horizontal-extending connection strap body of multiple row
Body is all located in the vertical direction in same perpendicular, and cavity zone 1 is divided into multiple grids by multiple row connection strap body, described
Heat preservation laminate form the body of corresponding big small size and be inserted into grid.
Connection strap body is all that bending catches on the reinforcing rib position of expanded metal lath or positioned at company with the connection type of support rack
Be provided on narrow bars body be threaded through nut fixation be carved with dent on the support frame or on connection strap body, dent, which goes out, is equipped with gold
Category ring, which is fixedly clamped, to be welded and fixed on the support frame in braced frame or connection strap body across expanded metal lath.
Embodiment 4, including a kind of steel plate mesh frame that either embodiment 2 or embodiment 3 are provided of embodiment 1, position
In being each coated with screed on the lateral surface of each web plate with holes, screed forms smooth cavity for smoothing out, and is located at support
Frame, which is injected with mortar and injects mortar especially in noting alveolus and formed, cures wall, and the screed and mortar are cement bonded sand
Slurry.
Claims (9)
1. a kind of steel plate mesh frame, it is characterised in that：Including the support rack (4) that multilayer is set up in parallel, rack is each supported
The cavity zone (1) for being placed in filler is all formed between adjacent support rack, passes through connection between each steel wire net rack
Body is connected to form integral type braced frame (3)；
It is both provided with along right positioned at any one side of braced frame or on any number of sides of braced frame
The web plate with holes (2) for answering side to encapsulate, web plate with holes are fixed in the corresponding side surface of braced frame, and braced frame passes through band hole pattern
Plate separates internal dead zone, and the side formation that internal dead zone is equipped with web plate with holes is connected with external environment and obstructs mortar stream
The structure type gone out.
2. a kind of steel plate mesh frame according to claim 1, it is characterised in that：In any one cavity or position
Filled with heat preservation laminate (5) in any number of cavitys.
3. a kind of steel plate mesh frame according to claim 2, it is characterised in that：Cavity zone is by heat preservation zone and note alveolus group
At the cavity zone filled with heat preservation laminate is heat preservation zone, and it is note alveolus to be injected with and be used to form the cavity zone of fixed wall.
4. a kind of steel plate mesh frame according to claim 2, it is characterised in that：Each steel wire net rack passes through multiple row level
The connection strap body of extension is connected to form integral type braced frame, and each column connection strap body is all located at same vertical flat in the vertical direction
In face.
5. a kind of steel plate mesh frame according to claim 2, it is characterised in that：Each connection strap body and support rack
It is fixedly connected.
6. a kind of steel plate mesh frame according to claim 5, it is characterised in that：Company of the connection strap body all with support rack
It is that bending is caught on the reinforcing rib position of expanded metal lath or is provided on connection strap body and is threaded through nut and is fixed on to connect mode
Dent dent either is carved on connection strap body in braced frame goes out equipped becket be fixedly clamped in braced frame or connection strap
Body is welded and fixed on the support frame across expanded metal lath.
7. a kind of steel plate mesh frame according to claim 5, it is characterised in that：The connection strap body is reinforcing rod,
The support rack is reinforcing mattress board, and the web plate with holes is to have muscle expansion web.
8. a kind of steel plate mesh frame assembled wall, including a kind of steel plate mesh frame as claimed in claim 3, feature exist
In：It is each coated with screed on the lateral surface of each web plate with holes, being injected with mortar positioned at braced frame forms solidification wall
Body.
9. a kind of steel plate mesh frame assembled wall, it is characterised in that：The screed and mortar is cement mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810476794.7A CN108487540A (en) | 2018-05-18 | 2018-05-18 | A kind of steel plate mesh frame and combinations thereof wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810476794.7A CN108487540A (en) | 2018-05-18 | 2018-05-18 | A kind of steel plate mesh frame and combinations thereof wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108487540A true CN108487540A (en) | 2018-09-04 |
Family
ID=63353320
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810476794.7A Pending CN108487540A (en) | 2018-05-18 | 2018-05-18 | A kind of steel plate mesh frame and combinations thereof wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108487540A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395592A (en) * | 2020-04-22 | 2020-07-10 | 河北新农建节能科技有限公司 | Net frame type expansion net template composite wall structure and construction method |
| CN115596122A (en) * | 2022-12-09 | 2023-01-13 | 山东智诚建设项目管理有限公司（Cn） | Steel plate net rack, wallboard and construction process |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1018487A (en) * | 1996-07-01 | 1998-01-20 | Hokkaido Nouzai Kogyo Kk | Exterior wall of construction and ceramic plate thereof |
| CN204059660U (en) * | 2013-12-10 | 2014-12-31 | 谢英俊 | There is the body of wall of shear-resistant membrane |
| CN106978877A (en) * | 2017-05-12 | 2017-07-25 | 保定市冀创建筑工程有限公司 | The steel wire net rack composite sand wiched wall board and its construction method of built-in three layers of warming plate |
-
2018
- 2018-05-18 CN CN201810476794.7A patent/CN108487540A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1018487A (en) * | 1996-07-01 | 1998-01-20 | Hokkaido Nouzai Kogyo Kk | Exterior wall of construction and ceramic plate thereof |
| CN204059660U (en) * | 2013-12-10 | 2014-12-31 | 谢英俊 | There is the body of wall of shear-resistant membrane |
| CN106978877A (en) * | 2017-05-12 | 2017-07-25 | 保定市冀创建筑工程有限公司 | The steel wire net rack composite sand wiched wall board and its construction method of built-in three layers of warming plate |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395592A (en) * | 2020-04-22 | 2020-07-10 | 河北新农建节能科技有限公司 | Net frame type expansion net template composite wall structure and construction method |
| CN115596122A (en) * | 2022-12-09 | 2023-01-13 | 山东智诚建设项目管理有限公司（Cn） | Steel plate net rack, wallboard and construction process |
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Application publication date: 20180904 |