CN113775081B - Construction method of inner and outer leaf composite wall body of archaize building - Google Patents
Construction method of inner and outer leaf composite wall body of archaize building Download PDFInfo
- Publication number
- CN113775081B CN113775081B CN202111101830.XA CN202111101830A CN113775081B CN 113775081 B CN113775081 B CN 113775081B CN 202111101830 A CN202111101830 A CN 202111101830A CN 113775081 B CN113775081 B CN 113775081B
- Authority
- CN
- China
- Prior art keywords
- wall
- outer leaf
- building
- composite
- brick
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 116
- 238000010276 construction Methods 0.000 title claims abstract description 44
- 239000011449 brick Substances 0.000 claims abstract description 167
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 54
- 238000003825 pressing Methods 0.000 claims abstract description 33
- 230000000694 effects Effects 0.000 claims abstract description 7
- 238000000034 method Methods 0.000 claims description 21
- 239000004567 concrete Substances 0.000 claims description 20
- 239000010985 leather Substances 0.000 claims description 16
- 230000008569 process Effects 0.000 claims description 12
- 210000003205 muscle Anatomy 0.000 claims description 10
- 239000004927 clay Substances 0.000 claims description 7
- 238000004140 cleaning Methods 0.000 claims description 7
- 239000007787 solid Substances 0.000 claims description 7
- 238000010586 diagram Methods 0.000 claims description 6
- 230000000284 resting effect Effects 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 241001536352 Fraxinus americana Species 0.000 claims description 4
- 238000009435 building construction Methods 0.000 claims description 3
- 238000004321 preservation Methods 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 239000003469 silicate cement Substances 0.000 claims 1
- 238000009413 insulation Methods 0.000 description 7
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 5
- 235000011941 Tilia x europaea Nutrition 0.000 description 5
- 239000004571 lime Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 239000002002 slurry Substances 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 229920006334 epoxy coating Polymers 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 241000405070 Percophidae Species 0.000 description 1
- 235000006040 Prunus persica var persica Nutrition 0.000 description 1
- 240000006413 Prunus persica var. persica Species 0.000 description 1
- 244000007853 Sarothamnus scoparius Species 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000012864 cross contamination Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011457 extruded brick Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000011431 lime mortar Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
Classifications
-
- 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
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- 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
- E04B2002/0202—Details of connections
-
- 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
- E04B2002/0202—Details of connections
- E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Finishing Walls (AREA)
Abstract
The invention discloses a construction method of an inner leaf and outer leaf composite wall body of an archaized building, which comprises the following steps: 1. deepening the design of the wall body; 2. pre-burying anchor tie bars; 3. leveling and positioning; 4. spring wire and sample activity; 5. building an inner leaf and outer leaf composite wall; 6. and (5) dotting the wall surface. The invention not only reduces labor intensity, but also effectively ensures construction quality by building the inner and outer leaf composite walls, and connects the inner and outer leaf composite walls and the frame column into a whole by arranging the anchor tie bars, the tie bars and the wall pressing bars, so that the wall structure is reliable and stable, and the design requirement of the large-diameter tie bars and the wall pressing bars is met by arranging the grooves and the V-shaped grooves on the outer leaf wall bricks, the width requirement of the mortar joints is ensured, the outer vertical face meets the design requirement of the wall with white flow, and the practicability is strong.
Description
Technical Field
The invention belongs to the technical field of outer wall construction of archaize buildings, and particularly relates to a construction method of an inner leaf and outer leaf composite wall of an archaize building.
Background
The archaize building is used as the symbolism of Chinese culture, is mainly used in small-sized buildings, garden buildings and religious buildings with unique modeling, and is mostly used as a white wall in the outer wall construction of the archaize building nowadays, is also called a white brick wall, is mostly of masonry structure, can adopt materials such as urban bricks, mud stopping bricks and the like as an outer leaf wall, and the mortar joints of the white wall are white, so that the outer wall surface is neat and beautiful after finishing, fresh and elegant, and is popular with the masses.
When the traditional small mud-stopping and white-flowing wall is built, cement mortar, lime mortar and clear water building blocks are mainly adopted for building the wall body, the inner leaf wall and the outer leaf wall are simultaneously constructed, grouting and filling are carried out between the inner leaf wall and the outer leaf wall, secondary pointing treatment is carried out on the outer leaf wall after the building is completed, if modern novel materials such as autoclaved aerated concrete building blocks are adopted as the inner leaf wall and small mud-stopping bricks are adopted as the outer leaf and white-flowing wall, on one hand, the brick size moduli of the inner leaf wall and the outer leaf wall are different, the brick is required to be cut, and meanwhile, the cross operation is too much when the inner leaf wall and the outer leaf wall are built, the construction is complicated, and the construction progress is slower; on the other hand, the mortar joint thickness of the traditional method is generally 8-12 mm, the mortar joint thickness required by the wall with white wall is generally 4-6 mm, if the wall body structure treatment measure and the secondary pointing are adopted for improvement, a groove of 15-20 mm is needed to be removed, and the white ash is fed into the brick joint by using a duckbill, so that the process is complicated, the difficulty is high, the time and the labor are consumed, the construction quality of the finished surface is difficult to control, and therefore, the construction method for the archaizing building inner and outer leaf composite wall body which is formed in one step by using the outer leaf wall with the whole brick and the outer elevation effect and does not need secondary pointing is lacked.
Disclosure of Invention
The invention aims at solving the technical problems in the prior art and provides a construction method of an inner and outer leaf composite wall body of an archaized building.
In order to solve the technical problems, the invention adopts the following technical scheme: the construction method of the inner and outer leaf composite wall body of the archaized building is characterized by comprising the following steps of:
step one, deepening wall design: carrying out deepening design on the structure, arrangement mode and node connection of the inner and outer leaf composite walls of the N-layer building composite wall according to the structural size and the building construction diagram of the concrete frame, completing anchor drawing design between the inner and outer leaf composite walls of the N-layer building composite wall and each layer of concrete structure and drawknot design inside the inner and outer leaf composite walls, and determining the combination mode of the inner and outer leaf composite walls, wherein N is a positive integer not more than 10;
the construction, arrangement mode and node connection of the inner and outer leaf composite walls of each layer of building composite wall are the same;
the inner and outer leaf composite walls of each floor composite wall comprise p composite wall units, wherein each composite wall unit comprises an inner leaf wall, an outer leaf wall and an insulating layer arranged between the inner leaf wall and the outer leaf wall;
step two, embedding anchor tie bars: according to the deepened design result, embedding a plurality of groups of anchor pulling pieces on the outer side surface of the frame column from bottom to top, wherein the anchor pulling pieces comprise two anchor pulling bars which are horizontally distributed;
step three, leveling and positioning: unifying full-field elevation, calculating the number of the coats according to the thickness of the whole brick according to the actual building layer height on site, if the number of the coats is an integer, performing step four, and if the number of the coats is not an integer, adjusting the thickness of base mortar and the thickness of a mortar joint between the multi-coat outer-leaf wall bricks until the number of the coats is an integer;
step four, elastic thread and sample life: cleaning a base layer at the bottom of a frame column, ejecting the thickness, length and position of a wall body of an inner and outer leaf composite wall body on the base layer according to a deepened wall body design result, and carrying out sample activity by adopting a first outer leaf wall brick according to a brick joint arrangement form of cross joints;
step five, building an inner leaf and outer leaf composite wall body: the construction range comprises a composite wall body with the building elevation less than +/-0.000 and an N-layer building composite wall body, and the concrete steps are as follows:
step 501, building a composite wall body with building elevation + -0.000 below: paving an insulating layer on the outer side of a clay solid brick wall, and building two rows of first outer leaf wall bricks on the outer side of the insulating layer to a building elevation + -0.000, wherein first outer leaf wall bricks below the building elevation + -0.000 are built by vertical bricks;
step 502, building an N-layer building composite wall: building the N layers of building composite walls from bottom to top, wherein the building process of each layer of building composite wall is the same;
the building process of the composite wall of each floor is as follows: p composite wall units are built between two frame columns from bottom to top until the topmost composite wall unit is abutted against a structural beam of the current floor;
the masonry process of each composite wall unit is as follows: laying an insulating layer between two frame columns, laying an H skin outside She Qiangzhuan from bottom to top on the outer sides of the frame columns and the inner She Qiangzhuan, wherein the H skin comprises an H-2 skin lower outer leaf wall brick and two skin upper outer She Qiangzhuan, the lower outer leaf wall brick comprises a first outer leaf wall brick and a second outer She Qiangzhuan which is arranged in the first outer leaf wall brick in a staggered manner, the upper outer leaf wall brick comprises two third outer leaf wall bricks, tie bars which are tied with the inner She Qiangzhuan are penetrated in ash seams of the two second outer leaves She Qiangzhuan, anchor tie bars which are tied with the frame columns, tie bars which are tied with the inner She Qiangzhuan, and pressing bars which are arranged along the wall length direction are penetrated in the ash seams of the two third outer leaf wall bricks, grouting is reserved between the H skin outer leaf wall bricks and the insulating layer, and a plurality of outer leaf wall bricks are butted with the current outer brick in a plurality of the first outer leaf wall brick at the top end;
when in masonry, mortar is smeared on the upper side, the lower side, the left side and the right side of the outer leaf wall brick of the H skin, and white ash strips are smeared on the exposed side edges of the outer leaf wall brick of the H skin, so that the outer leaf wall brick of the H skin forms a white wall;
step 503, grouting and tiling: grouting is carried out in the grouting joint for three times, the grouting is carried out in a mode of one layer of grouting, three layers of plastering and five layers of piers, and after the composite wall body of the upper floor is built, the outer sides of the outer overhanging eaves between the upper layer and the lower layer are stuck with the first outer leaf wall bricks after cutting, so that the vertical faces of the outer leaf walls are straight;
step six, dotting the wall surface: the wall surface is cleaned, the residual ash and ash stains on the wall surface are cleaned, and the whole wall surface is cleaned by clean water and a soft brush.
The construction method of the inner and outer leaf composite wall body of the archaize building is characterized by comprising the following steps of: the inner She Qiangzhuan is an autoclaved aerated concrete block, the first outer wall brick, the second outer She Qiangzhuan and the third outer wall brick are small mud stopping bricks, the heat insulation layer is a heat insulation integrated plate, and the cement is Portland cement.
The construction method of the inner and outer leaf composite wall body of the archaize building is characterized by comprising the following steps of: according to the position of the elastic line in the fourth step, gao Bushe is communicated with one vertical line and two hauling lines, the one vertical line is arranged at the corner of the outer wall, the two hauling lines are respectively arranged at brick joints at two sides of the first outer wall brick, an upper lying line and a lower lying line are arranged between the two hauling lines, and the two lying lines are respectively flush with the upper surface and the lower surface of the first outer wall brick.
The construction method of the inner and outer leaf composite wall body of the archaize building is characterized by comprising the following steps of: in step 501, a moisture-proof layer is disposed on a side of the clay solid brick wall adjacent to the inner She Qiangzhuan.
The construction method of the inner and outer leaf composite wall body of the archaize building is characterized by comprising the following steps of: when the tie bar is arranged, L-shaped grooves are carved on the second outer She Qiangzhuan and the third outer wall tile, the groove depth of the grooves is more than or equal to 5mm, the groove width is more than or equal to 10mm, both ends of the tie bar are bent for 90 degrees, and the tie bar is placed in the grooves;
the length of the drawstring on the inner leaf wall brick should not be less than two-thirds of the thickness of the inner She Qiangzhuan, the length of the drawstring on the second outer leaf wall brick should not be less than two-thirds of the thickness of the second outer She Qiangzhuan, and the length of the drawstring on the third outer leaf wall brick should not be less than two-thirds of the thickness of the third outer leaf wall brick.
The construction method of the inner and outer leaf composite wall body of the archaize building is characterized by comprising the following steps of: the diameter of the wall pressing rib is 6.5mm, a V-shaped groove is carved on the third outer leaf wall brick, the V-shaped groove is communicated with one end of the groove, the groove depth of the V-shaped groove is more than or equal to 10mm, the groove width of the V-shaped groove is more than or equal to 10mm, the tie rib is firstly placed in the groove and the V-shaped groove, and then the wall pressing rib is placed in the V-shaped groove, so that the wall pressing rib is located above the tie rib.
The construction method of the inner and outer leaf composite wall body of the archaize building is characterized by comprising the following steps of: and the grooves of one third outer wall brick are arranged upwards, the grooves of the other third outer wall brick are arranged downwards, anchor lacing wires, tie bars and wall pressing wires are fixed in the two third outer wall bricks, and mortar is used for compacting mortar joints of the two third outer wall bricks.
The construction method of the inner and outer leaf composite wall body of the archaize building is characterized by comprising the following steps of: the vertical interval distance of anchor lacing wire is 420mm, the drawknot muscle is vertical plum blossom shape and arranges, just the horizontal interval of drawknot muscle is not more than 500mm, the vertical interval of drawknot muscle is not more than 450mm, the horizontal interval of wall pressing muscle is 500mm, the vertical interval of wall pressing muscle is 420mm.
The construction method of the inner and outer leaf composite wall body of the archaize building is characterized by comprising the following steps of: the second outer layer She Qiangzhuan is arranged at a position corresponding to the position of the tie bar, and is arranged on two sides of the frame column and the door and window opening in a reinforced mode.
The construction method of the inner and outer leaf composite wall body of the archaize building is characterized by comprising the following steps of: when the step five is carried out, a leather counting rod is required to be arranged, the height of the leather counting rod is marked from a mortar joint below a first outer leaf wall brick of a first built leather, the thickness of each leather brick, the thickness of each mortar joint, a windowsill, a window top and lintel position, a wall brick carving position, a cornice line lifting position and the number of layers are clearly marked on the leather counting rod, and the elevation lines on the leather counting rod are in one-to-one correspondence with the elevation lines on the structure.
Compared with the prior art, the invention has the following advantages:
1. compared with the traditional process, the invention has the advantages that on the basis of not increasing the cost, the inner leaf wall, the outer leaf wall and the heat insulation layer are directly used as the composite wall, the operation is convenient, the labor intensity is reduced, the construction period is shortened, the problem of easy cross contamination in simultaneous masonry is solved by deepening the wall design, the construction technical difficulty caused by different material specifications of the composite wall is solved, the construction quality is effectively ensured, and the template type masonry wall is realized by dividing the composite wall units, so that the practicability is strong.
2. According to the invention, the anchor tie bars, the tie bars and the wall pressing bars are arranged, the inner leaf wall, the outer leaf wall, the heat insulation layer and the frame column are connected into a whole, so that the wall structure is reliable and stable, the use effect is good, and the grooves and the V-shaped grooves are arranged on the outer leaf wall bricks, so that the tie bars and the wall pressing bars are convenient to be utilized to stabilize the inner and outer leaf composite wall, the design requirements of the large-diameter tie bars and the wall pressing bars are met, the width requirements of mortar joints are also ensured, the outer vertical face meets the design requirements of the wall with white flow, and the wall is attractive in appearance and strong in practicability.
3. According to the invention, the upper outer leaf wall bricks are built on the outer cornices, so that the load of the outer leaf wall of the current floor is transferred to the structural beam of the floor, the upper outer leaf wall is prevented from pressing the lower outer leaf wall, the wall body is prevented from being broken, the engineering quality is improved, and the method is convenient to popularize and use.
In summary, the invention not only reduces the labor intensity, but also effectively ensures the construction quality by building the inner and outer leaf composite wall, and connects the inner and outer leaf composite wall and the frame column into a whole by arranging the anchor tie bars, the tie bars and the wall pressing bars, so that the wall structure is reliable and stable, the design requirement of the large-diameter tie bars and the wall pressing bars is met by arranging the grooves and the V-shaped grooves on the outer leaf wall bricks, the width requirement of the mortar joints is ensured, the outer vertical face meets the design requirement of the wall with white flow, and the practicability is strong.
The technical scheme of the invention is further described in detail through the drawings and the embodiments.
Drawings
FIG. 1 is a block diagram of a construction method of the present invention.
FIG. 2 is a schematic view of the structure of the inner and outer leaf composite wall body at the outer corner of the invention.
FIG. 3 is a schematic view of the structure of the T-shaped wall with the inner and outer leaves.
Fig. 4 is a section A-A of fig. 3.
Fig. 5 is a front view of fig. 3.
Fig. 6 is a schematic structural diagram of step 501.
Fig. 7 is a schematic structural diagram of step 502.
Fig. 8 is a schematic structural view of a first exterior wall tile according to the present invention.
Fig. 9 is a schematic structural view of the second outer member She Qiangzhuan of the present invention.
Fig. 10 is a schematic structural view of a third exterior wall tile according to the present invention.
Reference numerals illustrate:
1-a frame column; 2-inner She Qiangzhuan; 3-1-a first exterior leaf wall tile;
3-2-second outer She Qiangzhuan; 3-third outer leaf wall brick; 4, an insulating layer;
5-anchor lacing wire; 6, tie bars; 7, wall pressing ribs;
8, a groove; 9-V-grooves; 10-clay solid brick wall;
11-a moisture barrier; 12-a structural beam; 13-outer cornice.
Detailed Description
As shown in fig. 1 to 10, the construction method of the inner and outer leaf composite wall body of the archaized building comprises the following steps:
step one, deepening wall design: and carrying out deepening design on the structure, arrangement mode and node connection of the inner and outer leaf composite walls of the N-layer building composite wall according to the structural size of the concrete frame and the building construction diagram, completing anchor drawing design between the inner and outer leaf composite walls of the N-layer building composite wall and each layer of concrete structure and drawknot design inside the inner and outer leaf composite walls, and determining the combination mode of the inner and outer leaf composite walls, wherein N is a positive integer not more than 10.
The construction, arrangement mode and node connection of the inner and outer leaf composite walls of each layer of building composite wall are the same.
The inner and outer leaf composite walls of each floor composite wall comprise p composite wall units, each composite wall unit comprises an inner leaf wall, an outer leaf wall and an insulating layer 4 arranged between the inner leaf wall and the outer leaf wall, wherein p is a positive integer greater than 1.
The anchor tie design comprises determining the size and the arrangement position of the anchor tie bars 5, and the tie design comprises determining the size and the arrangement position of the tie bars 6 and the wall pressing bars 7.
In this embodiment, the inner She Qiangzhuan 2 adopts autoclaved aerated concrete blocks, the first outer wall brick 3-1, the second outer She Qiangzhuan-2 and the third outer wall brick 3-3 all adopt small mud stopping bricks, the heat insulation layer 4 adopts heat insulation integrated plates, mortar adopts Portland cement with the strength grade of PO32.5, design typesetting is carried out according to the size and the mortar joint of each brick, and the combination form of the inner and outer leaf composite walls and the drawknot mode between the inner and outer leaf composite walls and the concrete structure are defined through advanced deepening design, so that the composite dripping Bai Qianggong technology is formed at one time, and the overall stability of the walls is effectively ensured.
Step two, embedding anchor tie bars: according to the deepened design result, the leveling instrument is adopted to accurately position on the frame column 1, a plurality of groups of anchor pull pieces are pre-buried from bottom to top on the outer side face of the frame column 1, and each anchor pull piece comprises two anchor pull bars 5 which are horizontally distributed.
During actual construction, the accurate embedded position of the anchor lacing wire 5 is ensured, one end of the anchor lacing wire 5 is embedded in the frame column 1, the other end of the anchor lacing wire 5 is embedded in the third outer wall brick 3-3, the vertical interval distance of the anchor lacing wire 5 is 420mm, the embedded deviation is less than 3mm, the anchor lacing wire 5 is ensured to be embedded firmly, and displacement is prevented.
Step three, leveling and positioning: and (3) unifying the full-field elevation, calculating the number of the coats according to the thickness of the whole brick according to the actual building layer height on site, if the number of the coats is an integer, performing step four, and if the number of the coats is not an integer, adjusting the thickness of the base mortar and the thickness of the mortar joints between the multi-coat outer-leaf wall bricks until the number of the coats is an integer.
Step four, elastic thread and sample life: and cleaning up the base layer at the bottom of the frame column 1, ejecting the thickness, length and position of the wall body of the inner and outer leaf composite wall body on the base layer according to the design result of the deepened wall body, and carrying out sample activity by adopting a first outer leaf wall brick 3-1 according to the brick joint arrangement form of the cross joint.
When the actual construction is carried out, the sample is started from the base to the position of the building elevation +/-0.000, the arrangement position of the first outer wall brick 3-1 at the position of the building elevation +/-0.000 is determined, the whole brick arrangement effect of the outer wall is determined, the length of each section of wall is calculated, when the calculated length is inconsistent with the designed length, the vertical mortar joint spacing is firstly adjusted, when the vertical mortar joint spacing still cannot be met, the length of each brick is adjusted by paving the long bricks, the reduction of the length of each brick is not more than 5mm, and the center is symmetrically adjusted.
It should be noted that, when the number of the skins is not an integer, the thickness of the horizontal mortar joint to be filled is preferably satisfied by increasing the thickness of the base mortar, wherein the added value of the thickness of the base mortar is not more than 20mm, if the thickness of the horizontal mortar joint to be filled is more than 20mm, the thickness of the mortar joint between multiple skins is increased on the basis of increasing the thickness of the base mortar, the increasing distance between each skin is not more than 1mm, and the thickness of the mortar joint after being increased is not more than 7mm.
In this embodiment, according to the position of the elastic line in the fourth step, gao Bushe is passed through a vertical line and two drag lines, one vertical line is disposed at the corner of the outer wall, the two drag lines are respectively disposed at the brick joints on two sides of the first outer wall brick 3-1, and two horizontal lines are disposed between the two drag lines, and the two horizontal lines are respectively flush with the upper and lower surfaces of the first outer wall brick 3-1, so as to ensure that the flatness and flatness of the inner wall, the outer wall and the mortar joints meet the requirements, and the upper heel line and the lower heel line are required to be achieved during masonry, i.e. the upper edges of the bricks are standard with the horizontal lines and the lower edges are standard with the upper edges of the bottom bricks.
Step five, building an inner leaf and outer leaf composite wall body: the construction range comprises a composite wall body with the building elevation less than +/-0.000 and an N-layer building composite wall body, and the concrete steps are as follows:
step 501, building a composite wall body with building elevation + -0.000 below: as shown in fig. 6, an insulating layer 4 is paved on the outer side of the clay solid brick wall 10, and two rows of first outer leaf wall bricks 3-1 are paved on the outer side of the insulating layer 4 to the position of +/-0.000 of the building elevation, wherein the first outer leaf wall bricks 3-1 of the first outer leaf wall bricks below the building elevation +/-0.000 are paved by vertical bricks.
In this embodiment, a moisture-proof layer 11 is disposed on one side of the clay solid brick wall 10 close to the inner She Qiangzhuan, so as to avoid that a layer of indoor and outdoor water vapor permeates into the ground to affect the building foundation.
Step 502, building an N-layer building composite wall: and building the N layers of building composite walls from bottom to top, wherein the building process of each layer of building composite wall is the same.
The building process of the composite wall of each floor is as follows: p composite wall units are built between two frame columns 1 from bottom to top until the topmost composite wall unit abuts against the structural beam 12 of the current floor.
The masonry process of each composite wall unit is as follows: an inner She Qiangzhuan 2 is built between two frame columns 1, an insulating layer 4 is paved on the outer sides of the frame columns 1 and the inner She Qiangzhuan 2, an H skin outer She Qiangzhuan is built on the outer sides of the insulating layer 4 from bottom to top, the H skin outer leaf wall bricks comprise an H-2 skin lower outer leaf wall brick and two skin upper outer She Qiangzhuan, the lower outer leaf wall bricks comprise a first outer leaf wall brick 3-1 and a second outer She Qiangzhuan 3-2 which is arranged in the first outer leaf wall brick 3-1 in a staggered manner, the upper outer leaf wall bricks comprise two third outer leaf wall bricks 3-3, tie bars 6 which are tied with the inner She Qiangzhuan 2 are arranged in mortar joints of the second outer She Qiangzhuan 3-2, anchor tie bars 5 which are tied with the frame columns 1, tie bars 6 which are tied with the inner She Qiangzhuan 2 are arranged in a penetrating manner in mortar joints of the third outer leaf wall bricks 3-3, and a pressing wall brick 7,H which is arranged in a staggered manner are reserved between the first outer leaf wall bricks 3-3 and the first outer leaf wall bricks and the first outer leaf bricks 3-3, and the top of the insulating layer 3 are reserved, and the top of the first outer leaf bricks 3-3 are connected with the mortar bricks in a reserved mode, and the mortar joint is connected with the mortar joint between the first outer leaf wall bricks and the first brick and the outer brick 3 and the outer brick.
When in masonry, mortar is smeared on the upper side, the lower side, the left side and the right side of the outer leaf wall brick of the H skin, and white ash strips are smeared on the exposed side edges of the outer leaf wall brick of the H skin, so that the outer leaf wall brick of the H skin forms a white wall.
In practical construction, two ash barrels are prepared before the construction, thin-layer mortar and lime are respectively filled, a worker holds the bricks by one hand during the construction, the other hand uses a tile cutter to throw 20-25 mm lime strips on the exposed side edges of the outer leaf wall bricks, only two small lime piers are thrown on the edges of the inner faces of the outer leaf wall bricks, lime strips are thrown on the two sides of the large faces of the outer leaf wall bricks, the lime strips can be thrown on the outer edges of the brick layers of the built outer leaf wall bricks, residual ash outside the extruded bricks is scraped off by the tile cutter after the outer leaf wall bricks are built, and after the five-layer outer leaf wall bricks are built, the verticality and the flatness of the wall body are checked by using a guiding rule, and the vertical seam width of the wall is checked along with the construction, so that the running seam is prevented.
The value range of H is 4-8, the specification of autoclaved aerated concrete blocks is preferably 600mm multiplied by 240mm multiplied by 200mm and 600mm multiplied by 200mm, the specification of small mud stopping bricks is preferably 280mm multiplied by 140mm multiplied by 70mm, the mortar joints of the small mud stopping bricks are 4-6 mm, in the embodiment, the mortar joints of the small mud stopping bricks are 5mm, and the mortar joints of the autoclaved aerated concrete blocks are 8mm.
In this embodiment, h=6 is taken for further explanation, the lower outer wall tile in the 6-skin outer wall tile includes 4-skin first outer wall tile 3-1 and second outer She Qiangzhuan-2 inserted in the first outer wall tile 3-1, the 6-skin outer wall tile is taken as a group, and an autoclaved aerated concrete block with the height of 240mm and an autoclaved aerated concrete block with the height of 200mm are matched, and an insulation layer 4 is provided, so that a composite wall unit is formed, and tie bars 6 between the inner wall and the outer wall are in the same horizontal plane.
In actual construction, the outer surface of the inner She Qiangzhuan 2 is flush with the outer surface of the frame column 1, the width of the grouting gap is preferably 15-20 mm, and the distance between the outer side surface of the outer overhanging eave 13 and the outer side surface of the first outer wall tile 3-1 is 45mm.
In this embodiment, when the tie bar 6 is disposed, an L-shaped groove 8 is engraved on the second outer She Qiangzhuan-2 and the third outer wall tile 3-3, as shown in fig. 9 and 10, the groove depth of the groove 8 is greater than or equal to 5mm, the groove width is greater than or equal to 10mm, and both ends of the tie bar 6 are bent by 90 degrees, so that the tie bar 6 is placed in the groove 8, thereby meeting the requirement of anti-seismic anchor pulling.
The length of the drawstring 6 resting on the inner wall tile 2 should not be less than two-thirds of the thickness of the inner wall tile She Qiangzhuan, the length of the drawstring 6 resting on the second outer She Qiangzhuan 3-2 should not be less than two-thirds of the thickness of the second outer She Qiangzhuan-2, and the length of the drawstring 6 resting on the third outer wall tile 3-3 should not be less than two-thirds of the thickness of the third outer wall tile 3-3. And should not be less than 70mm, tie bar 6 both ends need to buckle 90 degrees, and the length of buckling is not less than 50mm.
In this embodiment, the horizontal mortar joint of the inner and outer leaf composite walls is 6mm, the diameter of the wall pressing rib 7 is 6.5mm, as shown in fig. 10, a V-shaped groove 9 is carved on the third outer leaf wall brick 3-3, the V-shaped groove 9 is communicated with one end of the groove 8, the groove depth of the V-shaped groove 9 is not less than 10mm, the groove width is the widest part of the V-shaped groove 9, the tie bar 6 is firstly placed in the groove 8 and the V-shaped groove 9, and then the wall pressing rib 7 is placed in the V-shaped groove 9, so that the wall pressing rib 7 is positioned above the tie bar 6.
In this embodiment, the grooves 8 of one of the third outer wall tiles 3-3 are arranged upward, the grooves 8 of the other of the third outer wall tiles 3-3 are arranged downward, the anchor ties 5, the tie bars 6 and the wall pressing bars 7 are fixed in the two third outer wall tiles 3-3, and the mortar joints of the two third outer wall tiles 3-3 are compacted by mortar.
When the concrete wall is actually constructed, when the concrete wall is built to a rubber brick below the elevation of the wall pressing rib 7, a third outer leaf wall brick 3-3 is firstly used for building a rubber along the rib in the upward direction of the notch, then slurry is paved, the rib is pressed along the groove, another third outer leaf wall brick 3-3 is used for building a rubber along the rib in the downward direction of the notch, the arrangement of the wall pressing rib 7 is completed, and then the first outer leaf wall brick 3-1 is used for continuing to build, so that the inner She Qiangzhuan, the heat preservation layer 4, the first outer leaf wall brick 3-1, the second outer She Qiangzhuan-2 and the third outer leaf wall brick 3-3 are integrally tied, and a composite wall unit is formed.
As shown in fig. 5, in this embodiment, the vertical spacing distance of the anchor tie bars 5 is 420mm, the tie bars 6 are arranged in a vertical quincuncial shape, the horizontal spacing distance of the tie bars 6 is not greater than 500mm, the vertical spacing distance of the tie bars 6 is not greater than 450mm, the horizontal spacing distance of the wall pressing bars 7 is 500mm, the vertical spacing distance of the wall pressing bars 7 is 420mm, and in practical construction, the horizontal spacing distance of the tie bars 6 is 500mm and the vertical spacing distance of the tie bars 6 is 420mm according to the sizes of the inner She Qiangzhuan and third outer leaf wall bricks 3-3.
In this embodiment, the layout position of the second outer portion She Qiangzhuan-2 is adapted to the layout position of the tie bars 6, and the two sides of the frame column 1 and the door and window opening are reinforced, that is, the tie bars 6 with horizontal spacing not more than 600mm are additionally arranged within the range of 300mm around the door and window opening.
It should be noted that, the anchor tie bar 5, the tie bar 6 and the wall pressing bar 7 are coated with anti-rust materials, and a galvanized protection layer or an epoxy coating is adopted to perform anti-corrosion and anti-rust treatment, so as to prolong the service life of the wall, wherein the thickness of the galvanized protection layer is not less than 290 g/square meter, when the epoxy coating is adopted, the thickness of the mortar joint reinforcing bar coating is not less than 290 μm, and the thickness of the coating at the other parts is not less than 450 μm.
Step 503, grouting and tiling: grouting is carried out in the grouting joint for three times, peach blossom slurry or white mortar is adopted for grouting, the empty part cannot exist during grouting, the slurry cannot be excessive, the wall surface is prevented from being spread, one layer is formed by one layer of grouting, three layers of plastering and five layers of piers, one layer is a first outer leaf wall brick 3-1, after the building of the upper layer of building composite wall is finished, the cut first outer leaf wall brick 3-1 is stuck to the outer side of the outer overhanging eave 13 between the upper layer and the lower layer, and the outer leaf wall elevation is enabled to be flat.
In actual construction, double rows of first outer leaf wall bricks 3-1 are built according to horizontal brick cross joints below the building elevation of +/-0.000, the wall thickness is 280mm, the first outer leaf wall bricks 3-1 are used for building at the position of building elevation of-0.140 m, single rows of first outer leaf wall bricks 3-1 are built above the building elevation of +/-0.000, the wall thickness is 140mm, two layers or more than the first outer leaf wall bricks 3-1 are built on an outer cornice 13 below the building layer, the outer leaf wall surface is wider than the cornice by 45mm, the cornice elevation is cut into 140X 65X 35 standard brick strips by using a cutting machine to be pasted, and the pasting is firm and does not fall.
In this embodiment, when the fifth step is performed, a leather number bar needs to be set, the height of the leather number bar is marked from the mortar joint below the first outer wall brick 3-1 of the first skin built, the thickness of each leather brick and the thickness of each mortar joint should be marked on the leather number bar explicitly, and the elevation lines on the leather number bar correspond to the elevation lines on the structure one by one.
Step six, dotting the wall surface: every time ten bricks are built in the construction process, the broom is used for wiping the wall surface, and residual ash and ash stains on the wall surface are cleaned, so that the wall surface is cleaner and tidier. And finally, after the white wall is built completely, cleaning the whole wall surface by using clear water and a soft brush, and developing a black brick white seam.
The foregoing description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and any simple modification, variation and equivalent structural changes made to the above embodiment according to the technical substance of the present invention still fall within the scope of the technical solution of the present invention.
Claims (8)
1. The construction method of the inner and outer leaf composite wall body of the archaized building is characterized by comprising the following steps of:
step one, deepening wall design: carrying out deepening design on the structure, arrangement mode and node connection of the inner and outer leaf composite walls of the N-layer building composite wall according to the structural size and the building construction diagram of the concrete frame, completing anchor drawing design between the inner and outer leaf composite walls of the N-layer building composite wall and each layer of concrete structure and drawknot design inside the inner and outer leaf composite walls, and determining the combination mode of the inner and outer leaf composite walls, wherein N is a positive integer not more than 10;
the structure, arrangement mode and node connection of the inner and outer leaf composite walls of each layer of building composite wall are the same;
the inner and outer leaf composite walls of each floor composite wall comprise p composite wall units, wherein each composite wall unit comprises an inner leaf wall, an outer leaf wall and an insulating layer (4) arranged between the inner leaf wall and the outer leaf wall;
step two, embedding anchor tie bars: according to the deepened design result, embedding a plurality of groups of anchor pulling pieces on the outer side surface of the frame column (1) from bottom to top, wherein the anchor pulling pieces comprise two anchor pulling bars (5) which are horizontally arranged;
step three, leveling and positioning: unifying full-field elevation, calculating the number of the coats according to the thickness of the whole brick according to the actual building layer height on site, if the number of the coats is an integer, performing step four, and if the number of the coats is not an integer, adjusting the thickness of base mortar and the thickness of a mortar joint between the multi-coat outer-leaf wall bricks until the number of the coats is an integer;
step four, elastic thread and sample life: cleaning a base layer at the bottom of a frame column (1), ejecting the thickness, length and position of a wall body of an inner leaf and outer leaf composite wall body on the base layer according to a deepened wall body design result, and carrying out sample activity by adopting a first outer leaf wall brick (3-1) according to a brick joint arrangement form of cross joints;
step five, building an inner leaf and outer leaf composite wall body: the construction range comprises a composite wall body with the building elevation less than +/-0.000 and an N-layer building composite wall body, and the concrete steps are as follows:
step 501, building a composite wall body with building elevation + -0.000 below: paving an insulating layer (4) on the outer side of a clay solid brick wall (10), and building two rows of first outer leaf wall bricks (3-1) on the outer side of the insulating layer (4) to a building elevation + -0.000, wherein the first outer leaf wall bricks (3-1) below the building elevation + -0.000 are built by vertical bricks;
step 502, building an N-layer building composite wall: building the N layers of building composite walls from bottom to top, wherein the building process of each layer of building composite wall is the same;
the building process of the composite wall of each floor is as follows: p composite wall units are built between two frame columns (1) from bottom to top until the topmost composite wall unit is abutted against a structural beam (12) of the current floor;
the masonry process of each composite wall unit is as follows: an inner She Qiangzhuan (2) is built between two frame columns (1), an insulating layer (4) is paved on the outer sides of the frame columns (1) and the inner She Qiangzhuan (2), an H skin is built on the outer sides of the insulating layer (4) from bottom to top, the H skin comprises an H-2 skin lower outer leaf wall brick and two skin upper outer She Qiangzhuan, the lower outer leaf wall brick comprises a first outer leaf wall brick (3-1) and a second outer She Qiangzhuan (3-2) which is arranged in the first outer leaf wall brick (3-1) in a staggered manner, the upper outer leaf wall brick comprises a third outer leaf wall brick (3-3), tie bars (6) which are tied with the inner She Qiangzhuan (2) are arranged in mortar joints of the two second outer leaf wall bricks (3-2), anchor bars (5) which are tied with the frame columns (1) are arranged in a penetrating manner in mortar joints of the two third outer leaf wall bricks (3-3), the second outer leaf wall bricks (3-2) are arranged in a staggered manner, and the top ends of the first outer leaf wall bricks (3-3) are pressed to the top of the insulating layer (3-3), and the top ends of the first outer leaf wall bricks (3-3) are reserved;
when in masonry, mortar is smeared on the upper side, the lower side, the left side and the right side of the outer leaf wall brick of the H skin, and white ash strips are smeared on the exposed side edges of the outer leaf wall brick of the H skin, so that the outer leaf wall brick of the H skin forms a white wall;
step 503, grouting and tiling: grouting is carried out in the grouting joint for three times, the grouting is carried out in a mode of one layer of grouting, three layers of plastering and five layers of piers, after the composite wall body of the upper floor is built, the outer sides of the outer overhanging eave (13) between the upper layer and the lower layer are stuck with the first outer leaf wall bricks (3-1) after cutting, so that the vertical faces of the outer leaf walls are flat;
step six, dotting the wall surface: cleaning the wall surface, cleaning residual ash and ash stains on the wall surface, and cleaning the whole wall surface by using clear water and a soft brush;
when the tie bar (6) is arranged, an L-shaped groove (8) is carved on the second outer She Qiangzhuan (3-2) and the third outer wall brick (3-3), the groove depth of the groove (8) is more than or equal to 5mm, the groove width is more than or equal to 10mm, both ends of the tie bar (6) are bent for 90 degrees, and the tie bar (6) is placed in the groove (8);
the resting length of the tie bar (6) on the inner side She Qiangzhuan (2) should not be less than two-thirds of the thickness of the inner side She Qiangzhuan (2), the resting length of the tie bar (6) on the second outer side She Qiangzhuan (3-2) should not be less than two-thirds of the thickness of the second outer side She Qiangzhuan (3-2), and the resting length of the tie bar (6) on the third outer leaf wall brick (3-3) should not be less than two-thirds of the thickness of the third outer leaf wall brick (3-3);
the diameter of the wall pressing rib (7) is 6.5mm, a V-shaped groove (9) is carved on the third outer wall tile (3-3), the V-shaped groove (9) is communicated with one end of the groove (8), the groove depth of the V-shaped groove (9) is more than or equal to 10mm, the groove width is more than or equal to 10mm, the tie rib (6) is firstly placed in the groove (8) and the V-shaped groove (9), and then the wall pressing rib (7) is placed in the V-shaped groove (9), so that the wall pressing rib (7) is located above the tie rib (6).
2. The method for constructing the inner and outer leaf composite wall body of the archaized building according to claim 1, which is characterized in that: the inner She Qiangzhuan (2) adopts autoclaved aerated concrete blocks, the first outer wall bricks (3-1), the second outer She Qiangzhuan (3-2) and the third outer wall bricks (3-3) all adopt small mud stopping bricks, the heat preservation layer (4) adopts heat preservation integrated plates, and the mortar adopts silicate cement.
3. The method for constructing the inner and outer leaf composite wall body of the archaized building according to claim 1, which is characterized in that: according to the position of the elastic line in the fourth step, gao Bushe is communicated with one vertical line and two drag lines, the one vertical line is arranged at the corner of the outer wall, the two drag lines are respectively arranged at brick joints at two sides of the first outer wall brick (3-1), an upper lying line and a lower lying line are arranged between the two drag lines, and the two lying lines are respectively flush with the upper surface and the lower surface of the first outer wall brick (3-1).
4. The method for constructing the inner and outer leaf composite wall body of the archaized building according to claim 1, which is characterized in that: in step 501, a moisture-proof layer (11) is arranged on one surface of the clay solid brick wall (10) close to the inner She Qiangzhuan (2).
5. The method for constructing the inner and outer leaf composite wall body of the archaized building according to claim 1, which is characterized in that: the grooves (8) of one third outer wall tile (3-3) are upwards arranged, the grooves (8) of the other third outer wall tile (3-3) are downwards arranged, anchor lacing wires (5), tie bars (6) and wall pressing wires (7) are fixed in the two third outer wall tiles (3-3), and mortar joints of the two third outer wall tiles (3-3) are compacted by mortar.
6. The method for constructing the inner and outer leaf composite wall body of the archaized building according to claim 1, which is characterized in that: the vertical interval distance of anchor lacing wire (5) is 420mm, drawknot muscle (6) are vertical plum blossom shape and arrange, just the horizontal interval of drawknot muscle (6) is not more than 500mm, the vertical interval of drawknot muscle (6) is not more than 450mm, the horizontal interval of wall pressing muscle (7) is 500mm, the vertical interval of wall pressing muscle (7) is 420mm.
7. The method for constructing the inner and outer leaf composite wall body of the archaized building according to claim 6, which is characterized in that: the arrangement position of the second outer part She Qiangzhuan (3-2) is matched with the arrangement position of the tie bars (6), and the second outer part She Qiangzhuan is arranged on two sides of the frame column (1) and the door and window opening in a reinforced mode.
8. The method for constructing the inner and outer leaf composite wall body of the archaized building according to claim 1, which is characterized in that: when the step five is carried out, a leather counting rod is required to be arranged, the height of the leather counting rod is marked from a mortar joint below a first outer leaf wall brick (3-1) of the first leather, the thickness of each layer of the mortar joint is definitely marked on the leather counting rod, and elevation lines on the leather counting rod are in one-to-one correspondence with elevation lines on the structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111101830.XA CN113775081B (en) | 2021-09-18 | 2021-09-18 | Construction method of inner and outer leaf composite wall body of archaize building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111101830.XA CN113775081B (en) | 2021-09-18 | 2021-09-18 | Construction method of inner and outer leaf composite wall body of archaize building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113775081A CN113775081A (en) | 2021-12-10 |
| CN113775081B true CN113775081B (en) | 2023-04-28 |
Family
ID=78852374
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111101830.XA Active CN113775081B (en) | 2021-09-18 | 2021-09-18 | Construction method of inner and outer leaf composite wall body of archaize building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113775081B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114517574B (en) * | 2022-03-01 | 2024-06-25 | 南京兴荣晨信息技术有限公司 | Archaizing fence ramming device for scenic spot |
| CN114991492A (en) * | 2022-05-31 | 2022-09-02 | 山西一建集团有限公司 | Construction method for connecting archaized building outer wall and ancient building blue brick wall body with main structure |
| CN115354772B (en) * | 2022-09-09 | 2024-04-09 | 中建八局第三建设有限公司 | Design and construction method of combined archaized brick wall structure system |
| CN115949160B (en) * | 2022-12-25 | 2024-06-18 | 北京工业大学 | Assembled inner and outer blade double-interlayer heat-insulation five-layer composite shear wall plate and manufacturing method thereof |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201474116U (en) * | 2009-08-17 | 2010-05-19 | 北京城建亚泰建设工程有限公司 | Joint node for construction of ancient bricks and concrete structures |
| JP4416832B1 (en) * | 2009-09-08 | 2010-02-17 | 中島左官株式会社 | Building wall structure |
| CN106592810B (en) * | 2016-12-08 | 2018-09-21 | 陕西建工第三建设集团有限公司 | A kind of ancient building concrete structure outsourcing clear water masonry construction method |
| CN109898698B (en) * | 2019-03-19 | 2021-06-22 | 山东交通学院 | Construction method of antique building wire seam wall |
| CN109989499A (en) * | 2019-04-22 | 2019-07-09 | 北京市第三建筑工程有限公司 | A kind of ancient architecture silk seam wall construction and its construction method |
| CN213062518U (en) * | 2020-08-13 | 2021-04-27 | 北京城建亚泰金典建设工程有限公司 | Archaize building composite wall with high stability |
-
2021
- 2021-09-18 CN CN202111101830.XA patent/CN113775081B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN113775081A (en) | 2021-12-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113775081B (en) | Construction method of inner and outer leaf composite wall body of archaize building | |
| CN104358341B (en) | Building brickwork and masonry construction method of building brickwork | |
| US3740911A (en) | Brick veneer wall construction | |
| CN104018598B (en) | A kind of external wall structure and construction installation method | |
| CN103410332B (en) | A kind of concrete hollow block reinforcement wall construction technology | |
| CN207538350U (en) | A kind of assembled cantilever stair | |
| CN102777045A (en) | Construction method for assembling light energy-saving composite wallboards on separation wall | |
| CN102808513B (en) | Crack controlling construction method for lightweight wall | |
| CN106013509A (en) | Dry-method construction method for high-performance autolaved aerated concrete block wall | |
| CN102352660A (en) | Gypsum block masonry and construction method thereof | |
| CN101761155A (en) | Construction method for ceramsite concrete light-weight wall boards | |
| CN104695706B (en) | AAC building block freely loads wall construction | |
| CN206015953U (en) | Honeycomb structure blockwork | |
| McKay | Building construction | |
| CN104763158A (en) | Joggle joint type lightweight aggregate interlocking block construction method | |
| CN105525700A (en) | Method for building indoor wall body by high-precision building blocks and wall body structure | |
| CN102535847B (en) | Method for constructing gypsum self-insulation outer wall block masonry | |
| CN114575620A (en) | Formwork-supporting-free reinforcement high-ductility concrete construction method for masonry reinforcement | |
| CN204626735U (en) | Pitched roof adjustable tile system | |
| CN106193462A (en) | Roofing Splitting Tile construction method modelled after an antique | |
| CN204510524U (en) | A kind of steam pressure sand aerated concrete block combination masonry panel | |
| CN111411731A (en) | Vertical hole grouting type building block and construction process thereof | |
| CN111411732A (en) | Construction process for assembling vertical hole grouting type building blocks in flush joint mode | |
| CN220644736U (en) | Novel clear water composite wall | |
| CN215483808U (en) | Masonry plastering wall connection structure under full shear wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |