CN110409661A - A kind of brick wall structure and its construction method - Google Patents
A kind of brick wall structure and its construction method Download PDFInfo
- Publication number
- CN110409661A CN110409661A CN201910586046.9A CN201910586046A CN110409661A CN 110409661 A CN110409661 A CN 110409661A CN 201910586046 A CN201910586046 A CN 201910586046A CN 110409661 A CN110409661 A CN 110409661A
- Authority
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- China
- Prior art keywords
- wall
- brick
- support leg
- insulation board
- square tube
- Prior art date
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- 239000011449 brick Substances 0.000 title claims abstract description 61
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000009413 insulation Methods 0.000 claims abstract description 59
- 238000004321 preservation Methods 0.000 claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 238000009434 installation Methods 0.000 claims description 6
- 239000002002 slurry Substances 0.000 claims description 6
- 238000005452 bending Methods 0.000 claims description 3
- 230000014759 maintenance of location Effects 0.000 claims description 3
- 238000005259 measurement Methods 0.000 claims description 3
- 230000002459 sustained effect Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 16
- 238000005265 energy consumption Methods 0.000 abstract description 3
- 238000005057 refrigeration Methods 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 abstract description 2
- 230000000630 rising effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- KXGFMDJXCMQABM-UHFFFAOYSA-N 2-methoxy-6-methylphenol Chemical compound [CH]OC1=CC=CC([CH])=C1O KXGFMDJXCMQABM-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 239000005011 phenolic resin Substances 0.000 description 1
- 229920001568 phenolic resin Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Classifications
-
- 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to the technical fields of brick wall construction, more particularly, to a kind of brick wall structure and its construction method.A kind of brick wall structure, it is advantageous that having better heat insulation effect.A kind of brick wall structure, including internal layer wall, outer layer wall and the heat-preserving wall between internal layer wall and outer layer wall.Enhance heat insulation and preservation effect by two layers of wall of setting, while heat-preserving wall is set to further function as the effect for reinforcing heat insulation effect between outer layer wall and internal layer wall.The heat exchange of indoor and outdoor is reduced, when summer avoids temperature when indoor refrigeration from rising rapidly, and plays the role of reducing air conditioner refrigerating energy consumption.
Description
Technical field
The present invention relates to the technical fields of brick wall construction, more particularly, to a kind of brick wall structure and its construction method.
Background technique
Brick wall is the wall with brick with concrete masonry units, have the function of load-bearing, heat preservation, it is heat-insulated, sound insulation, fire prevention, it is resistance to wait so long,
It is widely used by low layer and tier building.Brick wall can be divided into load bearing wall, exterior enclosure wall and interior dividing wall by effect.
Existing brick wall plays heat insulation effect by the heat-proof quality of brick and concrete itself.Brick and concrete tool
There is heat insulation and preservation effect, but ineffective, good heat insulation effect can not be played.
Summary of the invention
One of purpose of the invention is to provide a kind of brick wall structure, it is advantageous that having better heat insulation effect.
Foregoing invention purpose of the invention has the technical scheme that a kind of brick wall structure, including interior
Layer wall, outer layer wall and the heat-preserving wall between internal layer wall and outer layer wall.
By using above-mentioned technical proposal, heat insulation and preservation effect is enhanced by two layers of wall of setting, while in outer layer wall
Heat-preserving wall is set between body and internal layer wall to further function as the effect for reinforcing heat insulation effect.The heat for reducing indoor and outdoor is handed over
It changes, when summer avoids temperature when indoor refrigeration from rising rapidly, and plays the role of reducing air conditioner refrigerating energy consumption.
The present invention is further arranged to: the internal layer wall and outer layer wall are built by brick, the phase of sustained height layer
Adjacent brick end face is bonded to each other, and between the brick of different height layer, upper layer brick is staggered with underlying block position.
By using above-mentioned technical proposal, internal layer wall and outer layer wall are staggeredly built into come so that not by brick upper and lower level
It can be combined closely with the brick between layer.
The present invention is further arranged to: the heat-preserving wall includes muti-piece insulation board, and the upper surface of the insulation board is close
The right and left position forms upward cylindrical positioning protrusion, and the lower end surface of every piece of insulation board corresponds to the position of positioning protrusion
Form positioning groove compatible with positioning protrusion.
By using above-mentioned technical proposal, cooperated in positioning by the way that positioning protrusion and positioning groove are arranged on insulation board
Two pieces of insulation boards of lower layer, enable muti-piece insulation board more accurately to combine, and between upper and lower level combine when from
To positioning action.
It is a further object to provide a kind of construction methods of brick wall structure.
Foregoing invention purpose of the invention has the technical scheme that
A kind of construction method of brick wall structure, comprising:
Step 1: putting wall line；
Step 2: installation perpendicular positioning component；
Step 3: installation insulation board；
Step 4: piling up internal layer wall；
Step 5: removing perpendicular positioning component；
Step 6: piling up outer layer wall.
By using above-mentioned technical proposal, the construction of the wall body structure is completed through the above steps.
The present invention is further arranged to: in step 2, the perpendicular positioning component includes two orthogonal horizontal rulers
With two orthogonal square bars, two horizontal rulers are respectively designated as first level ruler and the second horizontal ruler, two square bar difference
It is named as the first square bar and the second square bar；First level ruler and first square tube are welded with orthogonal state to be connected, the second horizontal ruler
It is welded and is connected with orthogonal state with second square tube, so that two horizontal rulers and two square bars surround rectangular a, first level
The upper surface of ruler and the second horizontal ruler junction is welded with vertical square tube, and sliding part is arranged in square tube, and sliding part includes set
The limit plate of casing side is managed and is welded on, one end downward bending formation far from casing is supported after limit plate horizontal direction extends
Fishplate bar, the flank threads of casing are connected with abutting bolt, are abutted by abutting bolt and square tube come retention slides.
By using above-mentioned technical proposal, combine to form framework to be placed on ground by two horizontal rulers and two square tubes
On, two orthogonal horizontal rulers can be detected respectively in lateral levelness and longitudinal levelness, enable square tube
It is adjusted in vertical state, so that the wall being built into has preferable verticality.By adjusting sleeve pipe position make to
Fishplate bar resists insulation board side to limit the position of insulation board.
The present invention is further arranged to: the lower end surface of the first level ruler and the second horizontal ruler junction is welded with first
The junction of support leg, first level ruler and first square tube is threaded with the second vertical support leg, the second horizontal ruler and
The junction of two square tubes is threaded with vertical third support leg, and the junction of first square tube and second square tube is threaded with
The 4th vertical support leg.
By using above-mentioned technical proposal, pass through the first support leg, the second support leg, third support leg and the 4th support leg
Cooperate the position for adjusting four angles, so that it is more convenient to adjust each angle height, so that square tube is adjusted to vertical state.
The present invention is further arranged to: first support leg, the second support leg, third support leg and the 4th support leg
Lower end surface arcwall face convex under being.
By using above-mentioned technical proposal, by setting bottom arcwall face come so that adjusting each angle height and position rear support
Foot still is able to abutting by entad with ground, avoids perpendicular positioning component unstable.
The present invention is further arranged to: the upper end of second support leg and third support leg is connected in the horizontal direction
The upper end of force application rod, the 4th support rod is connected with vertical bar beyond the part of the second square bar upper end, is arranged in vertical bar
Clump weight.
By using above-mentioned technical proposal, other sides are compared in the side due to being welded with square tube can be heavier, by matching
Pouring weight carrys out counterweight, avoids the side for being welded with square tube is overweight perpendicular positioning component is caused to be toppled over.
The present invention is further arranged to: perpendicular positioning component being placed on the outside of wall line by the position of two close end, tune is passed through
The second support leg and third support leg are saved, when so that the first support leg, the second support leg and third support leg being grounded, two levels
Ruler measurement is in horizontality, at this time again by adjusting the 4th support leg come so that the 4th support foot plate surface and ground abut；Peace
First piece of insulation board at ground is filled, uprightly fitting square tube is placed afterwards by insulation board, and the position for then lowering sliding part is straight
The state being bonded to the upper surface of limit plate and insulation board abuts plate at this time and is bonded square tube side.
By using above-mentioned technical proposal, by adjusting the second support leg, third support leg successively come so that perpendicular positioning
Component is adjusted to first level ruler and the second horizontal ruler all shows horizontal state.It is abutted by adjusting the 4th horizontal ruler with ground
To avoid three support leg supports unstable.
The present invention is further arranged to: in step 4, after the medial surface of insulation board spreads plain-water slurry, in insulation board
Side position is piled up to form internal layer wall, and the position of upper layer brick and underlying block mutually staggers, and internal layer wall piles up two layers of brick
Afterwards, one layer of heat preservation plate is installed, and spreads plain-water slurry in the insulation board medial surface；After being installed one piece of insulation board, adjust
Whole perpendicular positioning component fixes the heat preservation Board position of top, continues up to pile up brick after the position of insulation board is fixed, heap
Weight above-mentioned steps are until internal layer wall is finished building after building three layers of brick.
By using above-mentioned technical proposal, cooperate positioning insulation board in a vertical state by perpendicular positioning component, so
Internal layer wall is piled up again afterwards, so that internal layer wall can also guarantee verticality.Heap adjusts perpendicular positioning component after finishing building one layer
Upper layer insulation board is positioned, piles up brick again until finish building internal layer wall piles up outer layer wall again.
In conclusion advantageous effects of the invention are as follows:
1. enhancing heat insulation and preservation effect by two layers of wall of setting, while heat preservation is set between outer layer wall and internal layer wall
Wall reinforces the effect of heat insulation effect to further function as, and reduces the heat exchange of indoor and outdoor, when summer avoids indoor refrigeration
Temperature rises rapidly, and plays the role of reducing air conditioner refrigerating energy consumption；
2. by adjusting the second support leg, third support leg successively come so that perpendicular positioning component is adjusted to first level ruler and
Two horizontal rulers all show horizontal state, are abutted by the 4th horizontal ruler of adjusting with ground to avoid three support legs supports unstable
It is fixed.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of embodiment one；
Fig. 2 is the structural schematic diagram of perpendicular positioning component in embodiment two.
Appended drawing reference: 1, internal layer wall；2, outer layer wall；3, heat-preserving wall；4, insulation board；5, positioning protrusion；6, first
Horizontal ruler；7, the second horizontal ruler；8, the first square bar；9, the second square bar；10, square tube；11, the first support leg；12, the second support
Foot；13, force application rod；14, third support leg；15, the 4th support leg；16, vertical bar；17, clump weight；18, sliding part；19, it covers
Pipe；20, limit plate；21, plate is abutted.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment one:
As shown in Figure 1, a kind of brick wall structure, including internal layer wall 1, outer layer wall 2 and it is located at internal layer wall 1 and outer layer wall
Heat-preserving wall 3 between 2.
As shown in Figure 1, internal layer wall 1 and outer layer wall 2 are built by brick, the ratio between length, width and height of brick are 4:2:1.Together
Between the brick of one height layer, adjacent face is mutually abutted；Between the brick of different layers, upper layer brick and underlying block position are wrong
It opens.
As shown in Figure 1, heat-preserving wall 3 includes muti-piece insulation board 4 made of thermal insulation material (such as phenolic resin), every piece of guarantor
The upper surface of warm plate 4 forms upward cylindrical positioning protrusion 5 close to the position of the right and left.Under every piece of insulation board 4
The position that end face corresponds to positioning protrusion 5 forms compatible positioning groove.It is inserted by positioning groove and the cooperation of positioning protrusion 5
It connects, so that about 4 adjacent insulation board is docking together.
Embodiment two:
A kind of construction method of brick wall, comprising:
Step 1: putting wall line
Wall line is put by design position on ground.
Step 2: installation perpendicular positioning component
As shown in Fig. 2, perpendicular positioning component includes two orthogonal horizontal rulers and two orthogonal square bars, two water
Leveling ruler is respectively designated as first level ruler 6 and the second horizontal ruler 7, and two square bars are respectively designated as the first square bar 8 and the second square bar
9.First level ruler 6 and first square tube 10 are welded with orthogonal state to be connected, and the second horizontal ruler 7 and second square tube 10 are mutually to hang down
Straight state, which is welded, to be connected so that two horizontal rulers and two square bars surround one it is rectangular.
As shown in Fig. 2, the upper surface of 7 junction of first level ruler 6 and the second horizontal ruler is welded with vertical square tube 10.The
The lower end surface of 7 junction of one horizontal ruler 6 and the second horizontal ruler is welded with the first support leg 11, and the lower end surface of the first support leg 11 is
Under convex arcwall face.The junction of first level ruler 6 and first square tube 10 is threaded with the second vertical support leg 12.Second
The lower end surface of support leg 12 is identical as the lower end surface of the first support leg 11, and is connected in the upper end of the second support leg 12 along level
The force application rod 13 in direction.The junction of second horizontal ruler 7 and second square tube 10 is threaded with vertical third support leg 14, the
The structure of three support legs 14 is identical with the second support leg 12.The junction of first square tube 10 and second square tube 10 is threadedly coupled
There is the 4th vertical support leg 15, the lower end surface of the 4th support leg 15 is identical as the lower end surface of the first support leg 11, the 4th support
The upper end of bar is connected with vertical bar 16 beyond the part of 9 upper end of the second square bar, and clump weight 17 is set in vertical bar 16.
As shown in Fig. 2, being arranged with sliding part 18 in square tube 10, sliding part 18 is including casing 19 and is welded on 19 side of casing
The limit plate 20 in face, one end downward bending far from casing 19, which is formed, after 20 horizontal direction of limit plate extends abuts plate 21.Casing
19 flank threads are connected with abutting bolt, are abutted by abutting bolt and square tube 10 come retention slides 18.
As shown in Fig. 2, perpendicular positioning component is placed on the outside of wall line by the position of two close end, by adjusting the second support
Foot 12 and third support leg 14, when so that the first support leg 11, the second support leg 12 and third support leg 14 being grounded, two levels
Ruler measurement is in horizontality, at this time again by adjusting the 4th support leg 15 come so that 15 bottom surface of the 4th support leg and ground are supported
It connects.Square tube 10, which is adjusted, at this time arrives stable vertical state, then installs clump weight 17 and compresses perpendicular positioning component.
Step 3: installation insulation board 4
First piece of insulation board 4 at ground is installed, the upright rear fitting square tube 10 of insulation board 4 is placed, sliding is then lowered
The state that the position of part 18 is bonded until the upper surface of limit plate 20 and insulation board 4.It is separate to resist insulation board 4 for abutting plate 21 at this time
The side of square tube 10.
Step 4: piling up internal layer wall 1
After the medial surface of insulation board 4 spreads plain-water slurry, pile up to form internal layer wall 1 in 4 inner side of insulation board, upper layer brick
The position of block and underlying block mutually staggers.
After internal layer wall 1 piles up two layers of brick, one layer of heat preservation plate 4 is installed, and spread plain water in 4 medial surface of insulation board
Mud.After being installed one piece of insulation board 4, adjustment perpendicular positioning component fixes 4 position of insulation board of top, by insulation board
Continue up to pile up brick after 4 position is fixed.Weight above-mentioned steps are until internal layer wall 1 is finished building after piling up three layers of brick.
Step 5: removing perpendicular positioning component
After finishing building internal layer wall 1, perpendicular positioning component is removed.
Step 6: piling up outer layer wall 2
After spreading plain-water slurry on the outside of insulation board 4, piles up brick and form outside wall, the position of upper layer brick and underlying block
It mutually staggers.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (10)
1. a kind of brick wall structure, it is characterized in that: include internal layer wall (1), outer layer wall (2) and be located at internal layer wall (1) and
Heat-preserving wall (3) between outer layer wall (2).
2. brick wall structure according to claim 1, it is characterized in that: the internal layer wall (1) and outer layer wall (2) are by brick
Block is built into, and the adjacent brick end face of sustained height layer is bonded to each other, between the brick of different height layer, upper layer brick and lower layer's brick
Block position is staggered.
3. brick wall structure according to claim 1, it is characterized in that: the heat-preserving wall (3) includes muti-piece insulation board (4),
The upper surface of the insulation board (4) forms upward cylindrical positioning protrusion (5), every piece of heat preservation close to the right and left position
The position that the lower end surface of plate (4) corresponds to positioning protrusion (5) forms and positioning protrusion (5) compatible positioning groove.
4. a kind of construction method of brick wall structure, characterized in that include:
Step 1: putting wall line；
Step 2: installation perpendicular positioning component；
Step 3: installation insulation board (4)；
Step 4: piling up internal layer wall (1)；
Step 5: removing perpendicular positioning component；
Step 6: piling up outer layer wall (2).
5. the construction method of brick wall according to claim 4, it is characterized in that: in step 2, the perpendicular positioning component packet
Two orthogonal horizontal rulers and two orthogonal square bars are included, two horizontal rulers are respectively designated as first level ruler (6)
With the second horizontal ruler (7), two square bars are respectively designated as the first square bar (8) and the second square bar (9)；First level ruler (6) and
One square tube (10) is welded with orthogonal state to be connected, and the second horizontal ruler (7) and second square tube (10) are with the weldering of orthogonal state
Even, so that two horizontal rulers and two square bars surround one it is rectangular, first level ruler (6) and the second horizontal ruler (7) junction
Upper surface is welded with vertical square tube (10), is arranged in square tube (10) sliding part (18), and sliding part (18) includes casing (19)
And it is welded on the limit plate (20) of casing (19) side, one end far from casing (19) after limit plate (20) horizontal direction extends
Downward bending, which is formed, abuts plate (21), and the flank threads of casing (19) are connected with abutting bolt, by abutting bolt and square tube
(10) it abuts and carrys out retention slides (18).
6. the construction method of brick wall according to claim 5, it is characterized in that: the first level ruler (6) and the second level
The lower end surface of ruler (7) junction is welded with the first support leg (11), the junction spiral shell of first level ruler (6) and first square tube (10)
Line is connected with vertical the second support leg (12), and the junction of the second horizontal ruler (7) and second square tube (10) is threaded with perpendicular
The junction of straight third support leg (14), first square tube (10) and second square tube (10) is threaded with the 4th vertical support
Foot (15).
7. the construction method of brick wall according to claim 6, it is characterized in that: first support leg (11), the second support
The lower end surface of foot (12), third support leg (14) and the 4th support leg (15) arcwall face convex under being.
8. the construction method of brick wall according to claim 6, it is characterized in that: second support leg (12) and third support
The upper end of foot (14) is connected with force application rod (13) in the horizontal direction, and the upper end of the 4th support rod exceeds the second square bar (9)
The part of upper end is connected with vertical bar (16), and clump weight (17) are arranged in vertical bar (16).
9. the construction method of brick wall according to claim 6, it is characterized in that: perpendicular positioning component is close on the outside of wall line
The position at both ends is placed, by adjusting the second support leg (12) and third support leg (14), so that the first support leg (11), second
When support leg (12) and third support leg (14) are grounded, two horizontal rulers measurements are in horizontality, at this time again by adjusting the
Four support legs (15) are come so that the 4th support leg (15) bottom surface and ground abut；First piece of insulation board at ground is installed
(4), upright rear fitting square tube (10) of insulation board (4) is placed, then lowers the position of sliding part (18) until limit plate (20)
The state being bonded with the upper surface of insulation board (4) abuts plate (21) at this time and is bonded square tube (10) side.
10. the construction method of brick wall according to claim 9, it is characterized in that: in step 4, in the inside of insulation board (4)
After plain-water slurry is spread in face, pile up to be formed internal layer wall (1) in insulation board (4) inner side, upper layer brick and underlying block
Position mutually staggers, and after internal layer wall (1) piles up two layers of brick, installs one layer of heat preservation plate (4), and in the insulation board (4)
Spread plain-water slurry in side；After being installed one piece of insulation board (4), perpendicular positioning component is adjusted by the insulation board (4) of top
Position is fixed, will insulation board (4) position it is fixed after continue up to pile up brick, pile up weight above-mentioned steps after three layers of brick until
Internal layer wall (1) is finished building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910586046.9A CN110409661B (en) | 2019-07-01 | 2019-07-01 | Construction method of brick wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910586046.9A CN110409661B (en) | 2019-07-01 | 2019-07-01 | Construction method of brick wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110409661A true CN110409661A (en) | 2019-11-05 |
| CN110409661B CN110409661B (en) | 2021-04-27 |
Family
ID=68358698
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910586046.9A Active CN110409661B (en) | 2019-07-01 | 2019-07-01 | Construction method of brick wall structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN110409661B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114370174A (en) * | 2022-01-11 | 2022-04-19 | 立乔建设集团股份有限公司 | Reinforced wall structure for building construction and reinforcing process thereof |
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| US5257764A (en) * | 1991-07-18 | 1993-11-02 | Spaulding Roy L | Screed rail support apparatus |
| CN202347704U (en) * | 2011-11-24 | 2012-07-25 | 中节能国环新型材料有限公司 | Dry wall brick and thermal insulation load bearing dry wall |
| CN208502282U (en) * | 2018-06-06 | 2019-02-15 | 中国三冶集团有限公司 | A kind of masonry auxiliary device |
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| CN114370174A (en) * | 2022-01-11 | 2022-04-19 | 立乔建设集团股份有限公司 | Reinforced wall structure for building construction and reinforcing process thereof |
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| Publication number | Publication date |
|---|---|
| CN110409661B (en) | 2021-04-27 |
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