CN206015953U - Honeycomb structure blockwork - Google Patents
Honeycomb structure blockwork Download PDFInfo
- Publication number
- CN206015953U CN206015953U CN201620797641.9U CN201620797641U CN206015953U CN 206015953 U CN206015953 U CN 206015953U CN 201620797641 U CN201620797641 U CN 201620797641U CN 206015953 U CN206015953 U CN 206015953U
- Authority
- CN
- China
- Prior art keywords
- wall
- building block
- pentagon
- sides
- tongue
- 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.)
- Expired - Fee Related
Links
- 238000009414 blockwork Methods 0.000 title claims abstract description 24
- 238000005260 corrosion Methods 0.000 claims abstract description 9
- 239000000463 material Substances 0.000 claims description 21
- 230000002787 reinforcement Effects 0.000 claims description 7
- 239000007787 solid Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 11
- 238000005034 decoration Methods 0.000 abstract description 6
- 239000004035 construction material Substances 0.000 abstract description 2
- 238000002360 preparation method Methods 0.000 description 17
- 238000000034 method Methods 0.000 description 10
- 238000010586 diagram Methods 0.000 description 8
- 230000005484 gravity Effects 0.000 description 8
- 239000004744 fabric Substances 0.000 description 7
- 239000011449 brick Substances 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 238000005520 cutting process Methods 0.000 description 4
- 239000011152 fibreglass Substances 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 4
- 239000002699 waste material Substances 0.000 description 4
- 238000007667 floating Methods 0.000 description 3
- 239000011521 glass Substances 0.000 description 3
- 239000002002 slurry Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model belongs to construction material and a kind of honeycomb structure blockwork in building engineering field, and body of wall main body is formed by connecting by hexagon building block 5, and wall body vertical both sides are connected and composed by pentagon building block 2；It is to pour band 7 in the middle part of body of wall；Body of wall base is made up of the cushion layer 13 that flows automatically, and body of wall top is cystosepiment 10 or anti-corrosion timber wedge 24；Three sides of the first half of hexagon building block 5 are provided with tenon 16, and the side of lower half three is provided with tongue-and-groove 17；Horizontal sides and adjacent upper hypotenuse above pentagon building block 2 are provided with tenon 16, and the horizontal sides of lower end and adjacent lower hypotenuse are provided with tongue-and-groove 17, and the vertical edges connected with upper horizontal side and lower end horizontal sides are provided with tongue-and-groove 17；16 tongue-and-groove 17 of tenon between adjacent block is snapped together, and forms cast-in-place seam 20.The utility model simple structure, easy construction can consolidate the original body of wall of connection in secondary decoration, not cut building block in construction, and blockhouse is accurately positioned, and easily realizes do mechanization operation.
Description
Technical field
The utility model belongs to construction material and building engineering field, and in particular to a kind of honeycomb structure blockwork.
Background technology
The wall of the connection request building block of the junction and corner of body of wall in length and breadth in traditional blockwork is built by laying bricks or stones is handed over
Fork is laminated once, i.e., the ground floor of cross wall and third layer stretch into vertical wall, and the second layer of vertical wall and the 4th layer stretch into cross wall, in body of wall
Junction or corner need to be stayed raft and connect raft process, which increase difficulty of construction and have impact on efficiency of construction.In secondary dress
In repairing, when needing newly-increased handing-over body of wall, increase the handing-over of body of wall and original body of wall newly, on original body of wall tick slot, and bar planting, muscle
Bar length generally requires insertion and entirely increases body of wall newly.Newly-increased body of wall will also be hung steel wire with original wall body junction and do anticracking process,
Entirely operation is complicated wastes time and energy, and stability is poor, and shock resistance is weak.The honeycomb structure wall that CN200720156296.1 is provided
Body, its in length and breadth body of wall and corner be connected by the deformed blocks such as T-shaped, L-type, increased deformed block production equipment input,
Make distribution of the various building blocks in building site become very complicated, construct also more complicated.Traditional big blockwork and
CN200720156296.1 honeycomb structure wall bodies will be cut to building block in work progress, waste of materials manpower and pollution
Environment.
Content of the invention
The purpose of this utility model is to overcome traditional blockwork junction and corner to need to stay raft and connect raft technique,
Secondary decoration is newly-increased, and wall construction is complicated wastes time and energy, and realizes the quick connection of body of wall.Simultaneously in order to avoid block brick is being applied
The substantial amounts of cutting workload in work scene, causes the dust pollution of job site.There is provided in a kind of construction for people and do not cut building block,
Blockhouse can be accurately positioned, and easily realize the honeycomb structure blockwork of do mechanization operation.
The purpose of this utility model is realized by following technical proposals.
Honeycomb structure blockwork of the present utility model, it is characterised in that the body of wall main body is connected by hexagon building block 5
Form, wall body vertical both sides are connected and composed by pentagon building block 2；For pouring band 7 in the middle part of body of wall, pour in band 7 and be provided with reinforcement
Muscle 6, or do not set reinforcement；Body of wall base is made up of the cushion layer 13 that flows automatically, and is filled a gap by lower trapezoid building block 12；Body of wall top
For cystosepiment 10 or anti-corrosion timber wedge 24, and filled a gap by upper trapezoid building block 4；Hexagon building block 5 and pentagon building block 2 are solid
Or interior be provided with through hole 18, be provided with plug 19 filled with grouting material 8 or filled with air bag 9 or 18 two ends of through hole in through hole 18；
Three sides of the first half of hexagon building block 5 are provided with tenon 16, and the side of lower half three is provided with tongue-and-groove 17；In pentagon building block 2
The horizontal sides and adjacent upper hypotenuse of side are provided with tenon 16, and the horizontal sides of lower end and adjacent lower hypotenuse are provided with tongue-and-groove 17,
The vertical edges connected with upper horizontal side and lower end horizontal sides are provided with tongue-and-groove 17；Upper trapezoid building block 4 is under hexagon building block 5
Half section, upper semisection of the lower trapezoid building block 12 for hexagon building block 5；The height of the tenon 16 of hexagon building block 5 and pentagon building block 2
Less than the depth of tongue-and-groove 17,16 tongue-and-groove 17 of tenon between adjacent block is snapped together, and forms cast-in-place seam 20；In cast-in-place seam 20
It is filled with grouting material 8；Building block bonding is an entirety by grouting material 8, constitutes plane body of wall, the pentagon on plane wall body vertical both sides
Building block 2 is connected with conplane wall or post 1, and 11 one end of rib is connected with wall or post 1, and the other end stretches into 2 water of pentagon building block
Square to through hole 18 or horizontal direction cast-in-place seam 20 in.
In such scheme, the wall of pentagon building block 2 in the plane wall body vertical both sides and perpendicular metope
Side connects, and constitutes L-shaped body of wall, and pre- bar planting bar 11,11 one end of rib are connected with the wall side of perpendicular metope, and the other end stretches into five
In the through hole 18 of 2 horizontal direction of side shape building block or the cast-in-place seam 20 of horizontal direction.
In such scheme, the pentagon building block 2 in the plane wall body vertical both sides is connected with perpendicular metope,
T-shaped body of wall is constituted, pre- bar planting bar 11,11 one end of rib are connected with perpendicular metope, and the other end stretches into 2 level of pentagon building block
In the through hole 18 in direction or the cast-in-place seam 20 of horizontal direction.
In such scheme, the pentagon building block 2 in the plane wall body vertical both sides is connected with the metope of T-shaped body of wall
Connect, constitute cross body of wall, pre- bar planting bar 11,11 one end of rib are connected with the metope of T-shaped body of wall, the other end stretches into pentagon block
In the through hole 18 of 2 horizontal direction of block or the cast-in-place seam 20 of horizontal direction.
In such scheme, the preparation method of the plane body of wall is：
First body of wall center line is put by design drawing requirement, gravity flow cushion layer 13 is set along body of wall center line on ground then, from
13 high-precision flatness of levelling bed course is used for realizing accurately building by laying bricks or stones and positioning for building block that the height of the cushion layer 13 that flows automatically to be used for more
Mend metope height so that avoid cutting building block when vertically building building block by laying bricks or stones, therefore, 13 height of gravity flow cushion layer=[metope height-
（20～50）mm]mod（Complementation）Hexagon building block half is high；After completing the making of gravity flow cushion layer 13, on gravity flow cushion layer 13
Code pentagon building block 2 is built, pentagon building block 2 is located at body of wall two ends, and 2 vertical edges of pentagon building block are connected with wall or post 1, pre- bar planting
Bar 11, rib 11 are stretched in the horizontal direction through hole 18 of pentagon building block 2 or the cast-in-place seam 20 of horizontal direction；Then by both sides successively
The building block 5, lower trapezoid building block 12 of code hexagon is built to middle, until can not code enter monoblock hexagon building block 5, the breach for being formed is made
For pouring band 7；The second layer builds code on the first layer, builds code method in addition to without lower trapezoid building block 12, remaining same ground floor；Remaining
Each layer builds the same second layer of code method, and until that layer connected with floor or beam 3, layer block code method is removed and replaced with upper trapezoid building block 4
Outside for lower trapezoid building block 12, remaining same ground floor；When building code in the horizontal direction, join in door-window opening pentagon building block 2, and
Code is built in the middle of from door and window hole to body of wall；After completing the block code of whole body of wall, reinforcement 6 is set up in band 7 is poured, and pressed from both sides cast-in-place
Template group 15,15 upper port of cast-in-situ template group formed one pour mouth 14, then with grouter to pour mouth 14 grouting until
Grouting material 8 fills up the cast-in-place seam 20 of blockhouse, and building block bonding is integrally formed body of wall for one by grouting material 8；At the top of body of wall and building
Between plate or beam 3, with 24 jam-packed of anti-corrosion timber wedge, or cystosepiment 10 is set, is then tamped with filleting mortar 23 is floating.
In such scheme, the L-shaped body of wall preparation method is：
2 vertical edges of pentagon building block and the L-shaped block code in the wall side of another face wall, in the pre- bar planting bar of the body of wall of another face wall
11, rib 11 is stretched in the horizontal direction through hole 18 of pentagon building block 2 or the cast-in-place seam 20 of horizontal direction；Grouting material 8 fills up five sides
The tongue-and-groove 17 of the vertical edges of shape building block 2, is overall a, preparation method for remaining coplanar body of wall by its bonding.
In such scheme, the T-shaped body of wall preparation method is：
2 vertical edges of pentagon building block are T-shaped with the metope of another face wall to intersect vertically, in the pre- bar planting of the body of wall of another face wall
Bar 11, rib 11 are stretched in the horizontal direction through hole 18 of pentagon building block 2 or the cast-in-place seam 20 of horizontal direction；Grouting material 8 fills up five
The tongue-and-groove 17 of the vertical edges of side shape building block 2, is overall a, preparation method for remaining coplanar body of wall by its bonding.
In such scheme, the cross body of wall preparation method is：
The metope across of 2 vertical edges of pentagon building block and T-shaped wall builds code, in the pre- bar planting bar 11 of the body of wall of T-shaped wall, muscle
Bar 11 is stretched in the horizontal direction through hole 18 of pentagon building block 2 or the cast-in-place seam 20 of horizontal direction；Grouting material 8 fills up pentagon building block
The tongue-and-groove 17 of 2 vertical edges, is overall a, preparation method for remaining coplanar body of wall by its bonding.
In such scheme, body of wall making side of the both ends or one end of the honeycomb structure blockwork with wall or post without handing-over
Method is：
The wall end face connected with wall or post 12 vertical edges of pentagon building block constituted with mortar is floating；Or in the end face
Template, grouting material 8 fill up the tongue-and-groove 17 of the vertical edges of pentagon building block 2, the preparation method of remaining coplanar body of wall.
The utility model is the technical scheme of the science practicality that designer summarizes out in practice, using band tenon structure
Hexagon building block and pentagon concrete block masonry body of wall, with pour band and gravity flow cushion layer make up building block size span, in construction
Building block is not cut, blockhouse is accurately positioned, metope Automatic Levelling need not smooth metope, wall stability easily realizes do mechanization operation,
Greatly improve efficiency of construction and wall quality.By pentagon concrete block masonry L-shaped body of wall, T-shaped body of wall and cross body of wall,
Firm and reliable connection, contrasts existing honeycomb structure wall body, eliminates the deformed blocks such as T-shaped, L-type, reduce equipment investment.And
And, newly-increased body of wall and original body of wall can be firmly connected as one quickly in secondary decoration by pentagon building block whole
Body.
In sum, the utility model overcomes traditional blockwork junction and corner and needs to stay raft and connect raft, builds
The wall of block is cross-laminated, and secondary decoration is newly-increased, and wall construction is complicated wastes time and energy, and building block will be carried out in work progress
The defect of cutting, there is provided honeycomb structure building blocks wall structure simple, easy construction can consolidate connection original in secondary decoration
There is body of wall, in construction, do not cut building block, blockhouse is accurately positioned, and easily realizes do mechanization operation.
Description of the drawings
Fig. 1 is wall plane schematic diagram of the present utility model.
Fig. 2 is body of wall schematic perspective view of the present utility model.
Fig. 3 is the schematic perspective view before body of wall of the present utility model is poured.
Fig. 4 is the dimensional structure diagram for pouring seam between walling unit of the present utility model.
Fig. 5 is the internal structure floor map after solid wall cast of the present utility model.
Fig. 6 is the internal structure floor map after hollow wall cast of the present utility model.
Fig. 7 is the schematic perspective view of pentagon building block of the present utility model.
Fig. 8 is the floor map of pentagon building block of the present utility model.
Fig. 9 is the floor map that pentagon building block through hole of the present utility model fills air bag.
Figure 10 is the floor map that plug is filled at pentagon building block through hole two ends of the present utility model.
Figure 11 is the schematic perspective view of hexagon building block of the present utility model.
Figure 12 is the floor map of hexagon building block of the present utility model.
Figure 13 is the floor map that hexagon building block through hole of the present utility model fills air bag.
Figure 14 is the floor map that plug is filled at hexagon building block through hole two ends of the present utility model.
Figure 15 is T-shaped body of wall schematic perspective view of the present utility model.
Figure 16 is T-shaped wall body structure schematic diagram of the present utility model.
Figure 17 is cross body of wall schematic perspective view of the present utility model.
Figure 18 is cross wall body structure schematic diagram of the present utility model.
Figure 19 is L-shaped body of wall schematic perspective view of the present utility model.
Figure 20 is L-shaped wall body structure schematic diagram of the present utility model.
Figure 21 is body of wall of the present utility model and other walls or post connection diagram.
Figure 22 is body of wall of the present utility model and floor or beam is rigidly connected schematic diagram.
Figure 23 is body of wall of the present utility model and floor or beam flexible connection schematic diagram.
In figure：1st, wall or post；2nd, pentagon building block；3rd, floor or beam；4th, upper trapezoid building block；5th, hexagon building block；6th, add
Strong muscle；7th, band is poured；8th, grouting material；9th, air bag；10th, cystosepiment；11st, rib；12nd, lower trapezoid building block；13rd, flow automatically cushion layer；
14th, mouth is poured；15th, cast-in-situ template group；16th, tenon；17th, tongue-and-groove；18th, through hole；19th, plug；20th, seam is poured；21st, metope is greasy
Son；22nd, fiberglass gridding cloth；23rd, joint filling mortar；24th, anti-corrosion timber wedge.
Specific embodiment
The utility model is further described below by embodiment, the utility model is not limited only to the embodiment.
Embodiment one
The honeycomb structure blockwork of this example, is hollow flat-surface body of wall, as shown in Figure 1, Figure 2, Fig. 3, Fig. 4, Fig. 7, Fig. 9, Figure 11,
Shown in Figure 13 and Figure 23, body of wall main body is formed by connecting by hexagon building block 5, and wall body vertical both sides connect structure by pentagon building block 2
Into；For pouring band 7 in the middle part of body of wall, pour in band 7 and be provided with reinforcement 6；Body of wall base is made up of the cushion layer 13 that flows automatically, and by under
Trapezoidal building block 12 is filled a gap；Body of wall top is cystosepiment 10, and is filled a gap by upper trapezoid building block 4；Hexagon building block 5 and five
Through hole 18 is provided with side shape building block 2, is filled with air bag 9 in through hole 18；Three sides of the first half of hexagon building block 5 are provided with tenon
16, the side of lower half three is provided with tongue-and-groove 17；The upper straight flange of pentagon building block 2 and adjacent upper hypotenuse are provided with tenon 16,
Lower straight flange and adjacent lower hypotenuse are provided with tongue-and-groove 17, and the vertical edges adjacent with upper straight flange and lower straight flange are provided with tongue-and-groove 17；On
Lower semisection of the trapezoidal building block 4 for hexagon building block 5, upper semisection of the lower trapezoid building block 12 for hexagon building block 5；Hexagon building block 5
The depth of tongue-and-groove 17 is less than with the height of the tenon 16 of pentagon building block 2,16 tongue-and-groove 17 of tenon between adjacent block is fastened on one
Rise, and form cast-in-place seam 20；Grouting material 8 is filled with cast-in-place seam 20；Building block bonding is overall, a composition plane by grouting material 8
Body of wall, the pentagon building block 2 on plane wall body vertical both sides are connected with conplane wall or post 1, pre- bar planting bar 11 inside body of wall,
11 one end of rib is connected with wall or post 1, and other end seam 20 cast-in-place with 2 horizontal direction of pentagon building block is connected.
The preparation method of the plane body of wall of this example is：
First body of wall center line is put by design drawing requirement, gravity flow cushion layer 13 is set along body of wall center line on ground then, from
13 high-precision flatness of levelling bed course is used for realizing accurately building by laying bricks or stones and positioning for building block that the height of the cushion layer 13 that flows automatically to be used for more
Mend metope height so that avoid cutting building block when vertically building building block by laying bricks or stones, 13 height of cushion layer that therefore flows automatically=[metope height-（20
～50）mm]mod（Complementation）Hexagon building block half is high；After completing the making of gravity flow cushion layer 13, on gravity flow cushion layer 13, build code
Pentagon building block 2, pentagon building block 2 are located at body of wall two ends, and 2 vertical edges of pentagon building block are connected with wall or post 1, in wall or post 1
On hammer into pre- bar planting bar 11, rib 11 is penetrated in the cast-in-place seam 20 of 2 horizontal direction of pentagon building block；Then from both sides successively to centre
Build the building block 5, lower trapezoid building block 12 of code hexagon, until can not code enter monoblock hexagon building block 5, the breach for being formed is used as pouring
Band 7；The second layer builds code on the first layer, builds code method in addition to without lower trapezoid building block 12, remaining same ground floor；Remaining each layer is built
The same second layer of code method, until that layer connected with floor or beam 3, the layer is built code method and is removed with the replacement descending stair of upper trapezoid building block 4
Outside shape building block 12, remaining same ground floor；When building code in the horizontal direction, join in door-window opening pentagon building block 2, and from door and window
Code is built in the middle of body of wall in hole；After completing the block code of whole body of wall, reinforcement 6 is set up in band 7 is poured, and press from both sides cast-in-situ template group
15, one is formed in 15 upper port of cast-in-situ template group and pour mouth 14, be then in the milk until tank slurry 8 to mouth 14 is poured with grouter
Cast-in-place seam and the hole of blockhouse is filled up, building block bonding is integrally formed body of wall for one by tank slurry 8；With floor or beam at the top of the body of wall
Between 3, with 24 jam-packed of anti-corrosion timber wedge, or cystosepiment 10 is set, is then tamped with joint filling mortar 23 is smooth.
Embodiment two
The honeycomb structure blockwork of this example, is hollow wall, as shown in Fig. 6, Figure 10 and Figure 14, except 18 two ends of through hole
Plug 19 is provided with, body of wall top is that remaining is with embodiment one outside anti-corrosion timber wedge 24.
Embodiment three
The honeycomb structure blockwork of this example, is solid wall, as shown in Fig. 5, Fig. 8, Figure 12, Figure 21 and Figure 22, through hole
Filling grouting material 8 in 18,2 vertical edges of pentagon building block are connected with wall or post 1, pre- bar planting bar 11 inside body of wall, 11 one end of rib
It is connected with wall or post 1, the other end is connected with the through hole 18 of 2 horizontal direction of pentagon building block, body of wall top is anti-corrosion timber wedge 24, its
Remaining same embodiment one.
Example IV
The honeycomb structure blockwork of this example, is solid plane body of wall, except hexagon building block 5 and pentagon building block 2 are real
Outside heart building block, body of wall top is that remaining is with embodiment one outside anti-corrosion timber wedge 24.
Embodiment five
The honeycomb structure blockwork of this example, is L-shaped body of wall, as illustrated in figures 19 and 20, in plane wall body vertical both sides
One side pentagon building block 2 be connected with the wall side of perpendicular metope, constitute L-shaped body of wall, the pre- bar planting bar 11 of body of wall, rib 11 1
End is connected with the wall side of perpendicular metope, and the other end is cast-in-place with the through hole 18 of 2 horizontal direction of pentagon building block or horizontal direction
Seam 20 connects.
The L-shaped body of wall preparation method of this example is：
2 vertical edges of pentagon building block and the L-shaped block code in the wall side of another face wall, enter pre- bar planting in the wall leader pin of another face wall
Bar 11, rib 11 are penetrated in the horizontal direction through hole 18 of pentagon building block 2 or the cast-in-place seam 20 of horizontal direction；Grouting material 8 fills up five
The tongue-and-groove 17 of the vertical edges of side shape building block 2, body of wall is bonded as one with connecting, the preparation method of remaining coplanar body of wall.
Adhering glass fibrous mesh cloth 22 in seam（Fiberglass gridding cloth 22 is not less than in the lap width of seam crossing
150mm）Afterwards, wall surface putty 21 can be hung.
Embodiment six
The honeycomb structure blockwork of this example, is T-shaped body of wall, as shown in Figure 15 and Figure 16, in plane wall body vertical both sides
One side pentagon building block 2 be connected with perpendicular metope, constitute T-shaped body of wall, the pre- bar planting bar 11 of body of wall, 11 one end of rib and phase
Vertical metope connection, other end seam 20 cast-in-place with the through hole 18 of 2 horizontal direction of pentagon building block or horizontal direction are connected.
The T-shaped body of wall preparation method of this example is：
2 vertical edges of pentagon building block T-shaped block code with the metope of another face wall, the pre- bar planting bar 11 of body of wall, rib 11 are penetrated
In the horizontal direction through hole 18 of pentagon building block 2 or the cast-in-place seam 20 of horizontal direction；Grouting material 8 fills up the vertical of pentagon building block 2
The tongue-and-groove 17 on side, metope is bonded as one with connecting, the preparation method of remaining coplanar body of wall.
Adhering glass fibrous mesh cloth 22 in seam（Fiberglass gridding cloth 22 is not less than in the lap width of seam crossing
150mm）Afterwards, wall surface putty 21 can be hung.
Embodiment seven
The honeycomb structure blockwork of this example, is cross body of wall, as shown in Figure 17 and Figure 18, plane wall body vertical both sides
In one side pentagon building block 2 be connected with the metope of T-shaped body of wall, constitute cross body of wall, the pre- bar planting bar 11 of body of wall, rib 11 1
End is connected with the metope of T-shaped body of wall, and other end seam 20 cast-in-place with the through hole 18 of 2 horizontal direction of pentagon building block or horizontal direction connects
Connect.
The cross body of wall preparation method of this example is：
The metope across of 2 vertical edges of pentagon building block and T-shaped wall builds code, and the pre- bar planting bar 11 of body of wall, rib 11 are penetrated
In the horizontal direction through hole 18 of pentagon building block 2 or the cast-in-place seam 20 of horizontal direction；Grouting material 8 fills up the vertical of pentagon building block 2
The tongue-and-groove 17 on side, metope is bonded as one with connecting, the preparation method of remaining coplanar body of wall.
Adhering glass fibrous mesh cloth 22 in seam（Fiberglass gridding cloth 22 is not less than in the lap width of seam crossing
150mm）Afterwards, wall surface putty 21 can be hung.
Embodiment eight
The honeycomb structure blockwork of this example, is body of wall of the both ends or one end with wall or post 1 without handing-over.
Its preparation method is：
The wall end face connected with wall or post 12 vertical edges of pentagon building block constituted with mortar is floating；Or in the end face
Template, grouting material 8 fill up the tongue-and-groove 17 of the vertical edges of pentagon building block 2, the preparation method of remaining coplanar body of wall.
Embodiment nine
The honeycomb structure blockwork of this example, T-shaped body of wall when being secondary decoration are increased newly in plane wall body vertical both sides
One side pentagon building block 2 is connected with perpendicular original metope, constitutes T-shaped body of wall, 11 one end of rib and perpendicular original wall
Face connects, and the other end is connected with seam 20 cast-in-place with the through hole 18 or horizontal direction of 2 horizontal direction of pentagon building block.
Remaining is with embodiment six.
Claims (4)
1. a kind of honeycomb structure blockwork, it is characterised in that the body of wall main body is by hexagon building block（5）It is formed by connecting, body of wall
Vertical both sides are by pentagon building block（2）Connect and compose；It is to pour band in the middle part of body of wall（7）, pour band（7）Reinforcement is inside provided with
（6）, or do not set reinforcement；Body of wall base is by the cushion layer that flows automatically（13）Constitute, and by lower trapezoid building block（12）Fill a gap；Body of wall
Top is cystosepiment（10）Or anti-corrosion timber wedge（24）, and by upper trapezoid building block（4）Fill a gap；Hexagon building block（5）With five sides
Shape building block（2）For solid or interior be provided with through hole（18）, through hole（18）Interior filled with grouting material（8）Or it is filled with air bag（9）Or
Through hole（18）Two ends are provided with plug（19）；Hexagon building block（5）Three sides of the first half be provided with tenon（16）, lower half three
Individual side is provided with tongue-and-groove（17）；Pentagon building block（2）The horizontal sides and adjacent upper hypotenuse of top are provided with tenon（16）, lower end
Horizontal sides and adjacent lower hypotenuse be provided with tongue-and-groove（17）, the vertical edges that connected with upper horizontal side and lower end horizontal sides are arranged
There is tongue-and-groove（17）；Upper trapezoid building block（4）For hexagon building block（5）Lower semisection, lower trapezoid building block（12）For hexagon building block（5）
Upper semisection；Hexagon building block（5）With pentagon building block（2）Tenon（16）Height be less than tongue-and-groove（17）Depth, adjacent
The tenon of blockhouse（16）Tongue-and-groove（17）Snap together, and form cast-in-place seam（20）；Cast-in-place seam（20）In be filled with grouting material
（8）；Grouting material（8）It is an entirety by building block bonding, constitutes plane body of wall, the pentagon building block on plane wall body vertical both sides（2）
With conplane wall or post（1）Connection, rib（11）One end and wall or post（1）Pentagon building block is stretched in connection, the other end（2）
The through hole of horizontal direction（18）Or the cast-in-place seam of horizontal direction（20）Interior.
2. honeycomb structure blockwork according to claim 1, it is characterised in that in the plane wall body vertical both sides
One side pentagon building block（2）It is connected with the wall side of perpendicular metope, constitutes L-shaped body of wall, pre- bar planting bar（11）, rib（11）One
End is connected with the wall side of perpendicular metope, and the other end stretches into pentagon building block（2）The through hole of horizontal direction（18）Or level side
To cast-in-place seam（20）Interior.
3. honeycomb structure blockwork according to claim 1, it is characterised in that in the plane wall body vertical both sides
One side pentagon building block（2）It is connected with perpendicular metope, constitutes T-shaped body of wall, pre- bar planting bar（11）, rib（11）One end and phase
Pentagon building block is stretched in vertical metope connection, the other end（2）The through hole of horizontal direction（18）Or the cast-in-place seam of horizontal direction（20）
Interior.
4. honeycomb structure blockwork according to claim 1, it is characterised in that in the plane wall body vertical both sides
One side pentagon building block（2）It is connected with the metope of T-shaped body of wall, constitutes cross body of wall, pre- bar planting bar（11）, rib（11）One end
It is connected with the metope of T-shaped body of wall, the other end stretches into pentagon building block（2）The through hole of horizontal direction（18）Or the cast-in-place seam of horizontal direction
（20）Interior.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620797641.9U CN206015953U (en) | 2016-07-27 | 2016-07-27 | Honeycomb structure blockwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620797641.9U CN206015953U (en) | 2016-07-27 | 2016-07-27 | Honeycomb structure blockwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206015953U true CN206015953U (en) | 2017-03-15 |
Family
ID=58246079
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620797641.9U Expired - Fee Related CN206015953U (en) | 2016-07-27 | 2016-07-27 | Honeycomb structure blockwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206015953U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088395A (en) * | 2016-07-27 | 2016-11-09 | 绵阳高新区大任节能技术有限公司 | Honeycomb structure blockwork |
| CN110359595A (en) * | 2019-07-23 | 2019-10-22 | 华神建设集团有限公司 | Prefabricated component splices masonry shearwalls and construction method |
| CN110805161A (en) * | 2019-11-13 | 2020-02-18 | 陈雷鸿 | Composite building wall |
| CN111315943A (en) * | 2017-12-29 | 2020-06-19 | 朴宰弘 | Wall structure using block and frame formed with wedge-shaped joint and wall construction method using the same |
-
2016
- 2016-07-27 CN CN201620797641.9U patent/CN206015953U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088395A (en) * | 2016-07-27 | 2016-11-09 | 绵阳高新区大任节能技术有限公司 | Honeycomb structure blockwork |
| CN111315943A (en) * | 2017-12-29 | 2020-06-19 | 朴宰弘 | Wall structure using block and frame formed with wedge-shaped joint and wall construction method using the same |
| CN111315943B (en) * | 2017-12-29 | 2021-07-30 | 朴宰弘 | Wall structure using block and frame formed with wedge-shaped joint and wall construction method using the same |
| CN110359595A (en) * | 2019-07-23 | 2019-10-22 | 华神建设集团有限公司 | Prefabricated component splices masonry shearwalls and construction method |
| CN110805161A (en) * | 2019-11-13 | 2020-02-18 | 陈雷鸿 | Composite building wall |
| CN110805161B (en) * | 2019-11-13 | 2021-07-30 | 义乌市圣涛装饰有限公司 | Composite building wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206070835U (en) | A kind of assembled architecture bottom composite floor | |
| CN106121039B (en) | Villages and small towns masonry structure assembled integral ring beam and construction column combined method | |
| CN206015953U (en) | Honeycomb structure blockwork | |
| CN104358337B (en) | Light-weight composite floor slab structure for assembling integral prefabricated double thin plates, and construction method | |
| CN107780576A (en) | A kind of assembled architecture bottom composite floor and its connected mode | |
| CN102116061A (en) | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure | |
| CN108797847A (en) | A kind of assembled steel frame wall filled with masonry structural system and its construction method | |
| CN208934190U (en) | A kind of assembled steel frame wall filled with masonry structural system | |
| CN106351331A (en) | Multi-floor basement reverse and normal combined construction process | |
| CN111155677B (en) | Raw soil brick masonry structure with core column and construction method thereof | |
| CN210597368U (en) | Precast concrete mortise-tenon type assembly gravity retaining wall structure | |
| CN205617419U (en) | Novel combination formula reinforced earth retaining wall structure | |
| CN110344844A (en) | A kind of track engineering section of track well construction method | |
| CN108018972A (en) | Full precast floor slab and laminated floor slab combining structure, making and assembly method | |
| CN105332386A (en) | Structure construction method for tower crane foundation serving as basement bottom plate | |
| CN205669211U (en) | A kind of prefabricated Gravity Retaining Wall | |
| CN102127940B (en) | Honeycomb structure wall body | |
| CN104234185A (en) | Wire cage frame hollow concrete framework structure and assembling method thereof | |
| CN104763158B (en) | Tenon joint type light-weight aggregate chained block construction method | |
| CN102767290A (en) | Construction method for retention position of constructional column of self-insulation sand aerated concrete block exterior wall | |
| CN206581482U (en) | A kind of assembled architecture of concrete prefabricated wallboard and its composition | |
| CN107288153A (en) | A kind of prefabricated Gravity Retaining Wall | |
| CN201593254U (en) | Wall body with honeycomb structure | |
| CN106088395B (en) | Honeycomb structure blockwork | |
| CN115749347A (en) | Masonry wall composite reinforcement method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170315 |