CN115142589A - Non-masonry construction method of non-bearing enclosure wall - Google Patents
Non-masonry construction method of non-bearing enclosure wall Download PDFInfo
- Publication number
- CN115142589A CN115142589A CN202210861415.2A CN202210861415A CN115142589A CN 115142589 A CN115142589 A CN 115142589A CN 202210861415 A CN202210861415 A CN 202210861415A CN 115142589 A CN115142589 A CN 115142589A
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- anchor bolt
- bolt
- wall
- enclosure wall
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- 238000010276 construction Methods 0.000 title claims abstract description 37
- 238000009413 insulation Methods 0.000 claims abstract description 43
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 238000009422 external insulation Methods 0.000 claims abstract description 9
- 238000009415 formwork Methods 0.000 claims abstract description 4
- 238000004873 anchoring Methods 0.000 claims description 23
- 239000006223 plastic coating Substances 0.000 claims description 6
- 239000011083 cement mortar Substances 0.000 claims description 3
- 239000002674 ointment Substances 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000005498 polishing Methods 0.000 claims description 3
- 230000000712 assembly Effects 0.000 claims description 2
- 238000000429 assembly Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 4
- 238000002788 crimping Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011470 perforated brick Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Images
Classifications
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- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
-
- 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
-
- 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
- E04B1/762—Exterior insulation of exterior walls
- E04B1/7629—Details of the mechanical connection of the insulation to the wall
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
- E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a non-masonry construction method of a non-bearing enclosure wall, which is characterized by comprising the following steps of: s1, pre-burying vertical steel bars of a construction wall during construction of a lower-layer beam; s2, mounting an extruded sheet on the lower-layer beam; s3, binding horizontal steel bars of the structural wall, and binding steel bars of an upper-layer beam; s4, erecting a prefabricated external insulation board; s5, erecting an inner template in the inner wall; s6, fixing the split anchor bolts; s7, checking and accepting, and pouring concrete; s8, disassembling the inner formwork, the positioning plate and the fastening assembly, and maintaining the outer wall. The non-masonry construction method of the non-bearing enclosure wall is convenient and rapid, the non-bearing enclosure wall is not masonry and is poured with the main body structure at the same time, the heat insulation quality problem and the limb potential safety hazard of the masonry are eliminated, and the non-bearing enclosure wall has strong practicability and good application prospect.
Description
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to a non-masonry construction method of a non-bearing enclosure wall.
Background
The application of the novel building enclosure wall body has important significance for improving the building quality and quality, changing the building mode and the like, and the active guiding and the gradual popularization of the novel building enclosure wall body are also key work of the fabricated building. Non-masonry is one of the common characteristics of the novel building enclosure wall. The construction quality of installing anchor bolts on the building enclosure masonry structure, particularly hollow and perforated bricks, is generally poor. The self-insulation building blocks cannot be cut, and the wall body between the windows is not easy to typeset and construct.
Disclosure of Invention
The invention aims to solve the problems in the prior art, and provides a heat-insulation plate reinforcing device and a reinforcing construction method which are convenient and quick, can be used for pouring a non-bearing enclosure wall and a main structure at the same time, and can be used for eliminating the heat-insulation quality problem and the edge potential safety hazard of a masonry body.
In order to achieve the purpose, the invention adopts the technical scheme that: the non-masonry construction method of the non-load-bearing enclosure wall is characterized by comprising the following steps of: s1, pre-burying vertical steel bars of a construction wall during construction of a lower-layer beam; s2, mounting an extruded sheet on the lower-layer beam; s3, binding horizontal steel bars of the structural wall, and binding steel bars of an upper-layer beam; s4, erecting a prefabricated external insulation board; s5, erecting an inner template in the inner wall; s6, fixing the split anchor bolts; s7, checking and accepting, and pouring concrete; s8, disassembling the inner formwork, the positioning plate and the fastening assembly, and maintaining the outer wall.
In order to make the technical scheme more detailed and concrete, the invention also provides the following further preferable technical scheme to obtain satisfactory practical effect:
to drawing the crab-bolt and including crab-bolt second section and can dismantle and locate the first section of crab-bolt and the crab-bolt third section at crab-bolt second section both ends crab-bolt second section one end is equipped with the inner formword fastening nut of fastening inner formword, and the other end is equipped with the heated board anchor assembly that compresses tightly outer heated board.
The insulation board anchoring piece comprises a plastic coating section sleeved on the anchor bolt second section and an anchoring disc connected to the end part of the plastic coating section.
In step S5, a limiting support rod is arranged between the inner template and the outer insulation board.
In the step S6, the second section of the anchor bolt penetrates through the outer insulation board, an anchoring disc of an anchoring part of the insulation board abuts against the side edge of the outer insulation board, and one end, close to the inner template, of the anchoring part of the insulation board is connected with an inner template fastening nut; positioning plates are preset on the outer sides of the inner template and the outer insulation board; sequentially penetrating the first section of the anchor bolt through the positioning plate and the inner template to be connected to the inner template fastening nut, adjusting the inner template fastening nut to be attached to the inner template, and installing a fastening assembly at the outer side end of the first section of the anchor bolt; the anchor bolt third section is connected to the anchor plate, and a fastening component is installed at the outer side end of the anchor bolt second section.
The fastening assembly comprises a fixed pipe fitting which is pressed on the positioning plate, a pressing clamp which is clamped on the outer side wall of the fixed pipe fitting is arranged on the fixed pipe fitting, the pressing clamp is connected to the first section of the anchor bolt or the third section of the anchor bolt, and a fastening nut which is in threaded connection to the first section of the anchor bolt or the third section of the anchor bolt is arranged on the outer side of the pressing clamp.
After step S8, the first and third anchor bolt sections at both ends of the three-section split anchor bolt are removed.
And plugging the bolt holes at the two ends of the second section of the anchor bolt left in the wall by using waterproof ointment, plugging the bolt holes at the two ends of the second section of the anchor bolt outside by using cement mortar, compacting and polishing.
Compared with the prior art, the invention has the following advantages: the non-masonry construction method of the non-bearing enclosure wall is convenient and rapid, the non-bearing enclosure wall is not masonry and is poured with the main body structure at the same time, the heat insulation quality problem and the limb potential safety hazard of the masonry are eliminated, and the non-bearing enclosure wall has strong practicability and good application prospect.
Drawings
The contents of the drawings that accompany the present specification and in which reference numerals are briefly described as follows:
FIG. 1 is a schematic view of a non-load-bearing enclosure wall structure according to the present invention;
fig. 2 is a fixing structure of a heat insulation plate split anchor bolt in the invention.
Labeled as: 1. upper beam, 11, upper beam reinforcing bar, 2, outer insulation board, 3, structure wall, 31, structure wall horizontal reinforcement, 32, structure wall vertical reinforcement, 4, extruded sheet, 5, lower floor's roof beam, 6, split anchor, 61, the crab-bolt first section, 62, the crab-bolt second section, 63, the crab-bolt third section, 64, inner formboard fastening nut, 65, the stagnant water piece, 66, insulation board anchor assembly, 7, the inner formboard, 8, the locating plate, 9, fastening nut, 10, the pressure card, 11, fixed pipe fitting, 12, spacing bracing piece.
Detailed Description
The following description of the embodiments of the present invention will explain the present invention in further detail by referring to the accompanying drawings.
In the description of the present invention, it should be noted that the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "inner", "outer", etc., indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
The non-masonry construction method of the non-bearing enclosure wall comprises the following steps: s1, pre-burying vertical steel bars of a construction wall during construction of a lower-layer beam; s2, mounting an extruded sheet on the lower beam; s3, binding horizontal steel bars of the structural wall, and binding steel bars of an upper-layer beam; s4, erecting a prefabricated external insulation board; s5, erecting an inner template in the inner wall; s6, fixing the split anchor bolts; s7, checking and accepting, and pouring concrete; s8, disassembling the inner formworks, the positioning plates and the fastening assemblies, and maintaining the outer wall.
As shown in figure 1, the non-masonry construction of the integrated heat preservation system non-bearing enclosure wall comprises an upper beam 1, wherein upper beam steel bars 11 are arranged in the upper beam 1 to enhance the structural strength of the upper beam; the integrated outer insulation board 2 is arranged on the outer side of the construction wall 3; the construction wall comprises construction wall horizontal steel bars 31 and construction wall vertical steel bars 32, and the construction wall is arranged before pouring; the extruded sheet is located and is constructed the wall bottom, will construct wall and lower floor's roof beam 5 and separate, and better meeting antidetonation requirement is consolidated external insulation board 2 and interior template 7 and the locating plate 6 of both sides through a syllogic split anchor bolt 6 before the pouring.
In the invention, as shown in fig. 2, the split anchor bolt 6 comprises an anchor bolt second section 62, an anchor bolt first section 61 and an anchor bolt third section 63 which are detachably arranged at two ends of the anchor bolt second section 62, one end of the anchor bolt second section 62 is provided with an inner template fastening nut 64 for fastening the inner template 7, and the other end is provided with a heat insulation plate anchoring member 66 for compressing the outer heat insulation plate 2. Adopt this kind of but some tie anchor 6, fastening location inner formword and outer heated board before the pouring, both ends are dismantled the middle part and are remain fixed outer heated board 2 that can be better in the wall body after the pouring, improve construction quality.
In step S5, a limit support rod 12 is disposed between the inner mold plate 7 and the outer insulation plate 2. The insulation board anchoring member 66 includes a plastic-covered section that is sleeved on the anchor bolt second section 62 and an anchoring disk that is connected to the end of the plastic-covered section. The anchor dish is used for carrying on spacingly in the external insulation board 7 outside, fixes spacingly to external insulation board 2 under the effect of the spacing bracing piece 11 in inboard, still guarantees that external insulation board 2 is in the spacing state of location after the pouring is accomplished.
In the invention, the outer wall surfaces of two ends of the anchor bolt first section 61 and the anchor bolt third section 63 are both provided with threads; one end of the anchor bolt second segment 62 is in threaded connection with an inner template fastening nut 64, and the other end is provided with a heat insulation plate anchoring member 66. First section 61 of crab-bolt and crab-bolt third section 63 pass through screw thread detachable and connect on crab-bolt second section 62, and fixed and pouring back dismantlement before being convenient for pour keep crab-bolt second section 62 in the wall body, guarantee that wall body outside external insulation board 2 has better being connected with the wall body, prevent the condition of hollowing fracture.
In the invention, the end face of the anchoring disc is in compression joint with the outer side wall of the outer insulation board, and the center of the anchoring disc is provided with a threaded hole for connecting the third section 63 of the anchor bolt. The extending ends of the anchor bolt first section 61 and the anchor bolt third section 63 are pressed on the positioning plates 8 on two sides through the fastening components.
In step S6, in step S5, the anchor bolt second section 62 penetrates through the outer insulation board 2, an anchoring disc of the insulation board anchoring part 66 is abutted against the side edge of the outer insulation board 2, and one end close to the inner template 7 is connected with an inner template fastening nut 64; a positioning plate 8 is preset on the outer sides of the inner template 7 and the outer insulation board 2; sequentially penetrating the first anchor bolt section 61 through the positioning plate 8 and the inner template 7 to be connected to an inner template fastening nut 64, adjusting the inner template fastening nut 64 to be attached to the inner template 7, and installing a fastening component at the outer side end of the first anchor bolt section 61; anchor third segment 63 is attached to the anchor plate and a fastening assembly is mounted to the outboard end of anchor second segment 62.
In the invention, as shown in fig. 2, the fastening assembly comprises a fixed pipe fitting 11 which is pressed on the positioning plate 8, a press clamp 10 which is clamped on the outer side wall of the fixed pipe fitting 11 is arranged on the fixed pipe fitting 11, the press clamp 10 is connected on a first section 61 of the anchor bolt or a third section 63 of the anchor bolt, a fastening nut 9 which is in threaded connection with the first section 61 of the anchor bolt or the third section 63 of the anchor bolt is arranged on the outer side of the press clamp 10, the press clamp 10 is driven to tightly press the fixed pipe fitting 11 by screwing the fastening nut 9 so as to position the external positioning plate 8, and the positioning plate 8 is a square timber. Every fixed pipe fitting 11 of group all is equipped with two of interval arrangement, presses to be equipped with on the card 10 and corresponds two semi-circular draw-in grooves of crimping on two fixed pipe fittings 11 respectively to outside locating plate 8 of stable crimping location.
In the invention, the water stop sheet 65 is arranged at the middle part of the outer wall on the anchor bolt second section 62, which plays the role of water stop and moisture prevention and prevents water from seeping into the wall along the rod piece.
After step S8, the first anchor section 61 and the third anchor section 63 at both ends of the three-section split anchor bolt are removed. And plugging the bolt holes at the two ends of the second section of the anchor bolt left in the wall by using waterproof ointment, plugging the bolt holes at the two ends of the second section of the anchor bolt outside by using cement mortar, compacting and polishing.
The invention relates to a non-masonry construction method of a non-bearing enclosure wall of an integrated heat insulation system, which adopts the way that the non-bearing enclosure wall and a main structure are simultaneously poured to form a construction wall, thereby realizing the non-masonry of the non-bearing wall and eliminating the heat insulation quality problem and the adjacent potential safety hazard of the masonry. The construction quality is effectively guaranteed while the working efficiency is improved.
The split anchor bolt 6 is a three-section split anchor bolt of a disassembly-free heat insulation board; an inner template fastening nut 64 is arranged on the anchor bolt second section 62, the inner template fastening nut 64 is a plastic cone nut, a water stop sheet 65 and a heat insulation plate anchoring member 66 are further arranged, and the heat insulation plate anchoring member 66 comprises a plastic coating and anchoring disc; the outer ends of the first anchor bolt section 61 and the third anchor bolt section 63 are provided with fastening components, and the fastening components comprise a fixed pipe fitting 11, a pressing clamp 10 and a fastening nut 9. The outer wall reinforcing bar is pre-buried fixes in the main wall body, and the position board 8 is set for to the inner side of inner formword 7 and the outer heated board 2 in the outside of fixed inboard, and the position board 8 is set for in the 2 outsides of outer heated board.
The three-section type split anchor bolt is fixed on the non-dismantling heat insulation plate; the water stop sheet 65 is arranged in the center of the outer wall, one end with the inner template fastening nut 64 is arranged on the inner side of the outer wall to support the inner template 7, and the other end with the insulation board anchoring piece 66 is arranged on one side of the outer prefabricated insulation board 2 on the outer side of the outer wall; the prefabricated external heat insulation plate is fixed by the plastic coating section and the inner section of the anchoring disc, and a heat bridge is avoided.
The non-masonry construction method of the non-bearing enclosure wall is convenient and rapid, the non-bearing enclosure wall is not masonry and is poured with the main body structure at the same time, the heat insulation quality problem and the limb potential safety hazard of the masonry are eliminated, and the non-bearing enclosure wall has strong practicability and good application prospect.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The invention has been described above with reference to the accompanying drawings, but the invention is not limited to the above-described embodiments, and it is within the scope of the invention to use various insubstantial modifications of the inventive concept and solutions or to apply them directly to other applications.
Claims (8)
1. A non-masonry construction method of a non-bearing enclosure wall is characterized by comprising the following steps: s1, pre-burying vertical steel bars of a construction wall during construction of a lower-layer beam; s2, mounting an extruded sheet on the lower beam; s3, binding horizontal steel bars of the structural wall, and binding steel bars of an upper-layer beam; s4, erecting a prefabricated external insulation board; s5, erecting an inner template in the inner wall; s6, fixing the split anchor bolts; s7, checking and accepting, and pouring concrete; s8, disassembling the inner formworks, the positioning plates and the fastening assemblies, and maintaining the outer wall.
2. The non-masonry construction method of a non-load-bearing enclosure wall according to claim 1, characterized in that: to drawing the crab-bolt and including crab-bolt second section and can dismantle and locate the first section of crab-bolt and the crab-bolt third section at crab-bolt second section both ends crab-bolt second section one end is equipped with the inner formword fastening nut of fastening inner formword, and the other end is equipped with the heated board anchor assembly that compresses tightly outer heated board.
3. The non-masonry construction method of a non-load-bearing enclosure wall according to claim 2, characterized in that: the insulation board anchoring piece comprises a plastic coating section sleeved on the second section of the anchor bolt and an anchoring disc connected to the end part of the plastic coating section.
4. The non-masonry construction method of a non-load-bearing enclosure wall according to claim 1, characterized in that: in step S5, a limiting support rod is arranged between the inner template and the outer insulation board.
5. The non-masonry construction method of a non-load-bearing enclosure wall according to claim 1, characterized in that: in the step S6, the second section of the anchor bolt penetrates through the outer insulation board, an anchoring disc of the insulation board anchoring part is abutted against the side edge of the outer insulation board, and one end, close to the inner template, of the insulation board anchoring part is connected with an inner template fastening nut; positioning plates are preset on the outer sides of the inner template and the outer insulation board; sequentially penetrating the first section of the anchor bolt through the positioning plate and the inner template to be connected to the inner template fastening nut, adjusting the inner template fastening nut to be attached to the inner template, and installing a fastening assembly at the outer side end of the first section of the anchor bolt; the anchor bolt third section is connected to the anchor plate, and a fastening component is installed at the outer side end of the anchor bolt second section.
6. The non-masonry construction method of a non-load-bearing enclosure wall according to claim 5, characterized in that: the fastening assembly comprises a fixed pipe fitting which is pressed on the positioning plate, a pressing clamp which is clamped on the outer side wall of the fixed pipe fitting is arranged on the fixed pipe fitting, the pressing clamp is connected to the first section of the anchor bolt or the third section of the anchor bolt, and a fastening nut which is in threaded connection to the first section of the anchor bolt or the third section of the anchor bolt is arranged on the outer side of the pressing clamp.
7. The non-masonry construction method of a non-load-bearing enclosure wall according to claim 1, characterized in that: after step S8, the first and third anchor bolt sections at both ends of the three-section split anchor bolt are removed.
8. A non-masonry construction method of a non-load bearing enclosure wall according to claim 7 wherein: and plugging the bolt holes at the two ends of the second section of the anchor bolt left in the wall by using waterproof ointment, plugging the bolt holes at the two ends of the second section of the anchor bolt outside by using cement mortar, compacting and polishing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210861415.2A CN115142589A (en) | 2022-07-20 | 2022-07-20 | Non-masonry construction method of non-bearing enclosure wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210861415.2A CN115142589A (en) | 2022-07-20 | 2022-07-20 | Non-masonry construction method of non-bearing enclosure wall |
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| Publication Number | Publication Date |
|---|---|
| CN115142589A true CN115142589A (en) | 2022-10-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210861415.2A Pending CN115142589A (en) | 2022-07-20 | 2022-07-20 | Non-masonry construction method of non-bearing enclosure wall |
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| CN (1) | CN115142589A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN207597653U (en) * | 2018-05-11 | 2018-07-10 | 陈振伟 | A kind of punching block net cast-in-place concrete sandwiched thermal-insulating wall structure |
| CN209891485U (en) * | 2019-04-23 | 2020-01-03 | 福建省龙祥建设集团有限公司 | Cast-in-place concrete external wall insulation integration template bearing structure |
| CN110805176A (en) * | 2019-09-30 | 2020-02-18 | 中国一冶集团有限公司 | Heat-insulating wall construction method and heat-insulating wall |
| CN211775718U (en) * | 2019-12-11 | 2020-10-27 | 上海建工二建集团有限公司 | Fair-faced concrete wall formwork system |
| CN111894178A (en) * | 2020-08-10 | 2020-11-06 | 中国建筑第七工程局有限公司 | Wall body pouring method with heat preservation template |
| CN215166713U (en) * | 2021-04-14 | 2021-12-14 | 北京天润建设有限公司 | Building outer wall pouring structure |
| CN216109746U (en) * | 2021-11-05 | 2022-03-22 | 上海雷恩昆美新材料科技有限公司 | Split anchor bolt device for cast-in-place concrete external wall insulation integrated structure |
-
2022
- 2022-07-20 CN CN202210861415.2A patent/CN115142589A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN207597653U (en) * | 2018-05-11 | 2018-07-10 | 陈振伟 | A kind of punching block net cast-in-place concrete sandwiched thermal-insulating wall structure |
| CN209891485U (en) * | 2019-04-23 | 2020-01-03 | 福建省龙祥建设集团有限公司 | Cast-in-place concrete external wall insulation integration template bearing structure |
| CN110805176A (en) * | 2019-09-30 | 2020-02-18 | 中国一冶集团有限公司 | Heat-insulating wall construction method and heat-insulating wall |
| CN211775718U (en) * | 2019-12-11 | 2020-10-27 | 上海建工二建集团有限公司 | Fair-faced concrete wall formwork system |
| CN111894178A (en) * | 2020-08-10 | 2020-11-06 | 中国建筑第七工程局有限公司 | Wall body pouring method with heat preservation template |
| CN215166713U (en) * | 2021-04-14 | 2021-12-14 | 北京天润建设有限公司 | Building outer wall pouring structure |
| CN216109746U (en) * | 2021-11-05 | 2022-03-22 | 上海雷恩昆美新材料科技有限公司 | Split anchor bolt device for cast-in-place concrete external wall insulation integrated structure |
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