CN106088395B - Honeycomb structure blockwork - Google Patents
Honeycomb structure blockwork Download PDFInfo
- Publication number
- CN106088395B CN106088395B CN201610598306.0A CN201610598306A CN106088395B CN 106088395 B CN106088395 B CN 106088395B CN 201610598306 A CN201610598306 A CN 201610598306A CN 106088395 B CN106088395 B CN 106088395B
- Authority
- CN
- China
- Prior art keywords
- building block
- wall
- pentagon
- horizontal direction
- cast
- 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
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
- E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
- E04B2/40—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid the walls being characterised by fillings in all cavities in order to form a wall construction
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Revetment (AREA)
Abstract
The invention belongs to a kind of honeycomb structure blockwork in construction material and building engineering field, 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 wall；Wall bottom edge is made of gravity flow cushion layer 13, and 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；The horizontal sides of 2 top of pentagon building block and adjacent upper bevel edge are provided with tenon 16, and the horizontal sides of lower end and adjacent lower bevel edge are provided with tongue-and-groove 17, and the vertical edges to connect 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 snaps together, and forms cast-in-place seam 20.The configuration of the present invention is simple, it is easy for construction, it can be bonded original wall in secondary decoration, building block is not cut in construction, blockhouse is accurately positioned, and easily realizes do mechanization operation.
Description
Technical field
The invention belongs to construction materials 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 wall in length and breadth in traditional blockwork is built by laying bricks or stones is handed over
Fork laminates primary, i.e., the first layer 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 wall
Junction or corner need to stay raft and connect raft processing, increase difficulty of construction in this way and affect construction efficiency.In secondary dress
In repairing, when needing newly-increased handing-over wall, increase the handing-over of wall and original wall newly, on original wall tick slot, and bar planting, muscle
Length generally requires perforation entirely newly-increased wall.Newly-increased wall will also hang steel wire with original wall body junction and do anticracking processing,
Entire process is complicated time-consuming and laborious, and stability is poor, and shock resistance is weak.The honeycomb structure wall that CN200720156296.1 is provided
Body, in length and breadth wall and corner connection increase the production equipment input of deformed block using deformed blocks such as T-type, L-types,
Various building blocks are made to become very complicated in the distribution in building site, construction is also more complex.Traditional big blockwork and
CN200720156296.1 honeycomb structure wall bodies in the construction process will cut building block, waste material manpower and pollution
Environment.
Invention content
It is secondary it is an object of the invention to overcome traditional blockwork junction and corner to need to stay raft and connect raft technique
The newly-increased wall construction of finishing is complicated time-consuming and laborious, realizes the quick connection of wall.It is existing in construction in order to avoid block brick simultaneously
The a large amount of cutting workload in field, causes the dust pollution of construction site.It is provided in a kind of construction for people and does not cut building block, building block
Between can be accurately positioned, easily realize do mechanization operation honeycomb structure blockwork.
The purpose of the present invention is what is realized by following technical proposals.
The honeycomb structure blockwork of the present invention, it is characterised in that the wall main body is formed by connecting by hexagon building block 5,
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 wall, pours and be provided with reinforcing rib 6 in band 7, or
Do not set reinforcing rib；Wall bottom edge is made of gravity flow cushion layer 13, and is filled a gap by lower trapezoid building block 12；Wall top is foam
Plate 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 set
It is equipped with through-hole 18, grouting material 8 is filled in through-hole 18 or is provided at both ends with plug 19 filled with air bag 9 or through-hole 18；Hexagon
Three sides of the first half of building block 5 are provided with tenon 16, and the side of lower half three is provided with tongue-and-groove 17；The water of 2 top of pentagon building block
Pingbian and adjacent upper bevel edge are provided with tenon 16, and the horizontal sides of lower end and adjacent lower bevel edge are provided with tongue-and-groove 17, with top
The vertical edges that horizontal sides and lower end horizontal sides connect are provided with tongue-and-groove 17；Upper trapezoid building block 4 is the lower semisection of hexagon building block 5,
Lower trapezoid building block 12 is the upper semisection of hexagon building block 5；The height of the tenon 16 of hexagon building block 5 and pentagon building block 2 is less than
The depth of tongue-and-groove 17,16 tongue-and-groove 17 of tenon between adjacent block snap together, and form cast-in-place seam 20；It is filled in cast-in-place seam 20
There is grouting material 8；Building block bonding is integral by grouting material 8, constitutes plane wall, the pentagon building block on plane wall body vertical both sides
2 connect with conplane wall or column 1, and 11 one end of rib is connect with wall or column 1, and the other end stretches into 2 level side of pentagon building block
To through-hole 18 or horizontal direction it is cast-in-place seam 20 in.
In said program, the wall of one side pentagon building block 2 and perpendicular metope in plane wall body vertical both sides
Side connects, and constitutes L-shaped wall, pre- bar planting item 11, and 11 one end of rib is connect with the wall side of perpendicular metope, and the other end stretches into five
The through-hole 18 or horizontal direction of 2 horizontal direction of side shape building block are cast-in-place to be stitched in 20.
In said program, one side pentagon building block 2 in plane wall body vertical both sides is connect with perpendicular metope,
The T-shaped wall of structure, pre- bar planting item 11,11 one end of rib are connect with perpendicular metope, and it is horizontal that the other end stretches into pentagon building block 2
The through-hole 18 or horizontal direction in direction are cast-in-place to be stitched in 20.
In said program, one side pentagon building block 2 and the metope of T shape walls in plane wall body vertical both sides connect
It connects, constitutes cross wall, pre- bar planting item 11,11 one end of rib is connect with the metope of T shape walls, and the other end stretches into pentagon block
The through-hole 18 or horizontal direction of 2 horizontal direction of block are cast-in-place to be stitched in 20.
In said program, the production method of the plane wall is：
Wall center line first is put by design drawing requirement, gravity flow cushion layer 13 then is set along wall center line on ground, from
13 high-precision flatness of levelling bed course is built by laying bricks or stones and is positioned for realizing the accurate of building block, and the height of gravity flow cushion layer 13 is for more
Mend metope height so that cutting building block is avoided when building building block by laying bricks or stones vertically, therefore, 13 height=[metope height-of cushion layer of flowing automatically
（20~50）mm]mod（Complementation）Hexagon building block half is high；After the making for completing 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 wall both ends, and 2 vertical edges of pentagon building block connect with wall or column 1, pre- bar planting
Item 11, rib 11 stretch into pentagon building block 2 horizontal direction through-hole 18 or horizontal direction it is cast-in-place seam 20 in；Then successively by both sides
Build code hexagon building block 5, lower trapezoid building block 12 to centre, until cannot code enter monoblock hexagon building block 5, be formed by notch work
To pour 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 first layer；Remaining
Each layer builds the same second layer of code method, and until that layer to connect with floor or beam 3, layer block code method is removed to be replaced with upper trapezoid building block 4
Outside for lower trapezoid building block 12, remaining same first layer；When building code in the horizontal direction, join in door-window opening pentagon building block 2, and
Code is built from door and window hole to the intermediate of wall；After the block code for completing entire wall, reinforcing rib 6 is added in pouring band 7, and is 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 grouting material 8 is integral building block bonding to form wall；At the top of wall and building
Between plate or beam 3, with 24 jam-packed of anti-corrosion timber wedge, or setting cystosepiment 10, then tamped with the floating of filleting mortar 23.
In said program, the L-shaped wall production method is：
The L-shaped block code in wall side of 2 vertical edges of pentagon building block and another face wall, the pre- bar planting item on the metope of another face wall
11, rib 11 stretch into pentagon building block 2 horizontal direction through-hole 18 or horizontal direction it is cast-in-place seam 20 in；Grouting material 8 fills up five sides
The tongue-and-groove 17 of the vertical edges of shape building block 2, is bonded and is integral, the production method of remaining coplanar wall.
In said program, the T shapes wall production method is：
The metope of 2 vertical edges of pentagon building block and another face wall is T-shaped to intersect vertically, in the pre- bar planting of the metope of another face wall
Item 11, rib 11 stretch into pentagon building block 2 horizontal direction through-hole 18 or horizontal direction it is cast-in-place seam 20 in；Grouting material 8 fills up five
The tongue-and-groove 17 of the vertical edges of side shape building block 2, is bonded and is integral, the production method of remaining coplanar wall.
In said program, the cross wall production method is：
2 vertical edges of pentagon building block and the metope across of T shape walls build code, in the pre- bar planting item 11 of the wall of T shape walls, muscle
Item 11 penetrate pentagon building block 2 horizontal direction through-hole 18 or horizontal direction it is cast-in-place seam 20 in；Grouting material 8 fills up pentagon building block
The tongue-and-groove 17 of 2 vertical edges, metope is bonded as one with connecting, the production method of remaining coplanar wall.
In said program, both ends or one end and the wall making side of wall or column without handing-over of the honeycomb structure blockwork
Method is：
The wall end face to connect with wall or column 1 that 2 vertical edges of pentagon building block are constituted is smoothed out with mortar；Or in the end face branch
Template, grouting material 8 fill up the tongue-and-groove 17 of the vertical edges of pentagon building block 2, the production method of remaining coplanar wall.
The present invention is the technical solution that inventor sums up the science practicality come in practice, using six with tenon structure
Side shape building block and pentagon concrete block masonry wall make up building block size span with band and gravity flow cushion layer is poured, are not cut in construction
Building block is cut, blockhouse is accurately positioned, and for metope Automatic Levelling without smoothing metope, wall stability easily realizes do mechanization operation, significantly
Improve construction efficiency and wall quality.Pass through pentagon concrete block masonry L-shaped wall, T shapes wall and cross wall, connection
It is solid and reliable, existing honeycomb structure wall body is compared, the deformed blocks such as T-type, L-type is eliminated, reduces equipment investment.Also, it is logical
It crosses pentagon building block and quickly can firmly be connect newly-increased wall with original wall in secondary decoration and is integral.
In conclusion need to stay raft the present invention overcomes traditional blockwork junction and corner and connect raft, building block it
Wall is cross-laminated, and the newly-increased wall construction of secondary decoration is complicated time-consuming and laborious, will be cut to building block in work progress
Defect, the honeycomb structure building blocks wall structure provided is simple, easy for construction, and original wall can be bonded in secondary decoration
Body does not cut building block in construction, blockhouse is accurately positioned, and easily realizes do mechanization operation.
Description of the drawings
Fig. 1 is the wall plane schematic diagram of the present invention.
Fig. 2 is the wall stereoscopic schematic diagram of the present invention.
Fig. 3 is the stereoscopic schematic diagram before the wall of the present invention pours.
Fig. 4 pours the dimensional structure diagram of seam between the wall block for the present invention.
Fig. 5 is the internal structure floor map after the solid wall cast of the present invention.
Fig. 6 is the internal structure floor map after the hollow wall cast of the present invention.
Fig. 7 is the stereoscopic schematic diagram of the pentagon building block of the present invention.
Fig. 8 is the floor map of the pentagon building block of the present invention.
Fig. 9 is that the pentagon building block through-hole of the present invention fills the floor map of air bag.
Figure 10 is that the floor map of plug is filled at the pentagon building block through-hole both ends of the present invention.
Figure 11 is the stereoscopic schematic diagram of the hexagon building block of the present invention.
Figure 12 is the floor map of the hexagon building block of the present invention.
Figure 13 is that the hexagon building block through-hole of the present invention fills the floor map of air bag.
Figure 14 is that the floor map of plug is filled at the hexagon building block through-hole both ends of the present invention.
Figure 15 is the T shape wall stereoscopic schematic diagrams of the present invention.
Figure 16 is the T shape wall body structure schematic diagrams of the present invention.
Figure 17 is the cross wall stereoscopic schematic diagram of the present invention.
Figure 18 is the cross wall body structure schematic diagram of the present invention.
Figure 19 is the L-shaped wall stereoscopic schematic diagram of the present invention.
Figure 20 is the L-shaped wall body structure schematic diagram of the present invention.
Figure 21 is the wall and other walls or column connection diagram of the present invention.
Figure 22 is the wall and floor or beam rigid connection schematic diagram of the present invention.
Figure 23 is that the wall of the present invention and floor or beam are flexibly connected schematic diagram.
In figure：1, wall or column；2, pentagon building block；3, floor or beam；4, upper trapezoid building block；5, hexagon building block；6, add
Strengthening tendons；7, band is poured；8, grouting material；9, air bag；10, cystosepiment；11, rib；12, lower trapezoid building block；13, flow automatically cushion layer；
14, mouth is poured；15, cast-in-situ template group；16, tenon；17, tongue-and-groove；18, through-hole；19, plug；20, seam is poured；21, metope is greasy
Son；22, fiberglass gridding cloth；23, joint filling mortar；24, anti-corrosion timber wedge.
Specific implementation mode
The invention is further illustrated by the following examples, and the present invention is not limited only to the embodiment.
Embodiment one
The honeycomb structure blockwork of this example, be hollow flat-surface 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, 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
At；To pour band 7 in the middle part of wall, pours and be provided with reinforcing rib 6 in band 7；Wall bottom edge is made of gravity flow cushion layer 13, and under
Trapezoidal building block 12 is filled a gap；Wall top is cystosepiment 10, and is filled a gap by upper trapezoid building block 4；Hexagon building block 5 and five
It is provided with through-hole 18 in side shape building block 2, air bag 9 is filled in through-hole 18；Three sides of the first half of hexagon building block 5 are provided with tenon
First 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 bevel edge are provided with tenon 16,
Lower straight flange and adjacent lower bevel edge 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
Trapezoidal building block 4 is the lower semisection of hexagon building block 5, and lower trapezoid building block 12 is the upper semisection of hexagon building block 5；Hexagon building block 5
It is less than the depth of tongue-and-groove 17 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
It rises, and forms cast-in-place seam 20；It is filled with grouting material 8 in cast-in-place seam 20；Building block bonding is integral by grouting material 8, constitutes plane
The pentagon building block 2 of wall, plane wall body vertical both sides is connect with conplane wall or column 1, pre- bar planting item 11 inside wall,
11 one end of rib is connect with wall or column 1, and the cast-in-place seam of the other end and 2 horizontal direction of pentagon building block 20 is connect.
The production method of the plane wall of this example is：
Wall center line first is put by design drawing requirement, gravity flow cushion layer 13 then is set along wall center line on ground, from
13 high-precision flatness of levelling bed course is built by laying bricks or stones and is positioned for realizing the accurate of building block, and the height of gravity flow cushion layer 13 is for more
Mend metope height so that cutting building block is avoided when building building block by laying bricks or stones vertically, therefore 13 height=[metope height-of cushion layer of flowing automatically（20
~50）mm]mod（Complementation）Hexagon building block half is high；After the making for completing gravity flow cushion layer 13, code is built on gravity flow cushion layer 13
Pentagon building block 2, pentagon building block 2 are located at wall both ends, and 2 vertical edges of pentagon building block connect with wall or column 1, in wall or column 1
On hammer into pre- bar planting item 11, rib 11 penetrates in the cast-in-place seam of 2 horizontal direction of pentagon building block 20；Then from both sides successively to centre
Build code hexagon building block 5, lower trapezoid building block 12, until cannot code enter monoblock hexagon building block 5, be formed by notch 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 first layer；Remaining each layer is built
The code same second layer of method, until that layer to connect with floor or beam 3, which builds code method and removes with the replacement descending stair of upper trapezoid building block 4
Outside shape building block 12, remaining same first layer；When building code in the horizontal direction, join in door-window opening pentagon building block 2, and from door and window
Code is built to the intermediate of wall in hole；After the block code for completing entire wall, reinforcing rib 6 is added in pouring band 7, and presss from both sides cast-in-situ template group
15, it forms one in 15 upper port of cast-in-situ template group and pours mouth 14, be then in the milk to mouth 14 is poured until tank slurry 8 with grouter
Cast-in-place seam and the hole of blockhouse are filled up, tank slurry 8 is integral building block bonding to form wall；At the top of wall with floor or beam
Between 3, with 24 jam-packed of anti-corrosion timber wedge, or setting cystosepiment 10, 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, removes 18 both ends of through-hole
It is provided with plug 19, wall top is outside anti-corrosion timber wedge 24, remaining is the same as embodiment one.
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
Grouting material 8 is filled in 18,2 vertical edges of pentagon building block connect with wall or column 1, pre- bar planting item 11,11 one end of rib inside wall
It being connect with wall or column 1, the other end is connect with the through-hole 18 of 2 horizontal direction of pentagon building block, and wall top is anti-corrosion timber wedge 24,
Remaining same embodiment one.
Example IV
The honeycomb structure blockwork of this example is solid plane wall, except hexagon building block 5 and pentagon building block 2 are real
Outside heart building block, wall top is outside anti-corrosion timber wedge 24, remaining is the same as embodiment one.
Embodiment five
The honeycomb structure blockwork of this example is L-shaped wall, as illustrated in figures 19 and 20, in plane wall body vertical both sides
One side pentagon building block 2 connect with the wall side of perpendicular metope, constitute L-shaped wall, the pre- bar planting item 11 of wall, rib 11 1
End is connect with the wall side of perpendicular metope, and the other end and the through-hole 18 or horizontal direction of 2 horizontal direction of pentagon building block are cast-in-place
20 connection of seam.
The L-shaped wall production method of this example is：
The L-shaped block code in wall side of 2 vertical edges of pentagon building block and another face wall enters pre- bar planting in the wall leader pin of another face wall
Item 11, rib 11 penetrate pentagon building block 2 horizontal direction through-hole 18 or horizontal direction it is cast-in-place seam 20 in；Grouting material 8 fills up five
The tongue-and-groove 17 of the vertical edges of side shape building block 2, wall is bonded as one with connecting, the production method of remaining coplanar wall.
The 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 shape walls, as shown in Figure 15 and Figure 16, in plane wall body vertical both sides
One side pentagon building block 2 connect with perpendicular metope, the T-shaped wall of structure, the pre- bar planting item 11 of wall, 11 one end of rib and phase
Vertical metope connection, the other end and the through-hole 18 of 2 horizontal direction of pentagon building block or horizontal direction be cast-in-place to be stitched 20 and connect.
The T shape wall production methods of this example are：
The T-shaped block code of metope of 2 vertical edges of pentagon building block and another face wall, the pre- bar planting item 11 of wall, rib 11 penetrate
The horizontal direction through-hole 18 or horizontal direction of pentagon building block 2 are cast-in-place to be stitched in 20；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 production method of remaining coplanar wall.
The 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 wall, as shown in Figure 17 and Figure 18, plane wall body vertical both sides
In one side pentagon building block 2 connect with the metope of T shape walls, constitute cross wall, the pre- bar planting item 11 of wall, rib 11 1
End is connect with the metope of T shape walls, cast-in-place 20 company of seam of through-hole 18 or horizontal direction of the other end and 2 horizontal direction of pentagon building block
It connects.
The cross wall production method of this example is：
The metope across of 2 vertical edges of pentagon building block and T shape walls builds code, the pre- bar planting item 11 of T shape walls, and rib 11 is worn
Enter pentagon building block 2 horizontal direction through-hole 18 or horizontal direction it is cast-in-place seam 20 in；Grouting material 8 fills up hanging down for pentagon building block 2
The tongue-and-groove 17 of straight flange, metope is bonded as one with connecting, the production method of remaining coplanar wall.
The 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 both ends or one end and the wall of wall or column 1 without handing-over.
Its production method is：
The wall end face to connect with wall or column 1 that 2 vertical edges of pentagon building block are constituted is smoothed out with mortar；Or in the end face branch
Template, grouting material 8 fill up the tongue-and-groove 17 of the vertical edges of pentagon building block 2, the production method of remaining coplanar wall.
Embodiment nine
The honeycomb structure blockwork of this example, T shape walls when being secondary decoration increase newly in plane wall body vertical both sides
One side pentagon building block 2 is connect with perpendicular original metope, the T-shaped wall of structure, 11 one end of rib and perpendicular original wall
Face connects, and the other end 20 is connect with cast-in-place stitch of the through-hole 18 of 2 horizontal direction of pentagon building block or horizontal direction.
Remaining is the same as embodiment six.
Claims (8)
1. a kind of honeycomb structure blockwork, it is characterised in that the wall main body is by hexagon building block（5）It is formed by connecting, wall
Vertical both sides are by pentagon building block（2）It connects and composes；It is to pour band in the middle part of wall（7）, pour band（7）Inside it is provided with reinforcing rib
（6）, or do not set reinforcing rib；Wall bottom edge is by gravity flow cushion layer（13）It constitutes, and by lower trapezoid building block（12）It fills a gap；Wall
Top is cystosepiment（10）Or anti-corrosion timber wedge（24）, and by upper trapezoid building block（4）It fills a gap；Hexagon building block（5）With five sides
Shape building block（2）It is solid or interior be provided with through-hole（18）, through-hole（18）It is interior to be filled with grouting material（8）Or it is filled with air bag（9）Or
Through-hole（18）It is provided at both ends with plug（19）；Hexagon building block（5）Three sides of the first half be provided with tenon（16）, lower half three
A side is provided with tongue-and-groove（17）；Pentagon building block（2）The horizontal sides of top and adjacent upper bevel edge are provided with tenon（16）, lower end
Horizontal sides and adjacent lower bevel edge be provided with tongue-and-groove（17）, connect with upper horizontal side and lower end horizontal sides vertical edges setting
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, it is adjacent
The tenon of blockhouse（16）Tongue-and-groove（17）It snaps together, and forms cast-in-place seam（20）；Cast-in-place seam（20）In be filled with grouting material
（8）；Grouting material（8）Building block bonding is integral, plane wall, the pentagon building block on plane wall body vertical both sides are constituted（2）
With conplane wall or column（1）Connection, rib（11）One end and wall or column（1）Connection, the other end stretch into pentagon building block（2）
The through-hole of horizontal direction（18）Or the cast-in-place seam of horizontal direction（20）It is interior；The production method of plane wall is：First by design drawing requirement
Wall center line is put, gravity flow cushion layer then is set along wall center line on ground（13）, flow automatically cushion layer（13）Highly=[wall
Face height-（20~50）Mm] complementation hexagon building block half is high；Complete gravity flow cushion layer（13）Making after, gravity flow cushion layer
（13）Upper block code pentagon building block（2）, pentagon building block（2）Positioned at wall both ends, pentagon building block（2）Vertical edges and wall or column
（1）Connect, pre- bar planting item（11）, rib（11）Stretch into pentagon building block（2）Horizontal direction through-hole（18）Or horizontal direction is existing
Pour seam（20）In；Then code hexagon building block is built to centre successively from both sides（5）, lower trapezoid building block（12）, until cannot code enter
Monoblock hexagon building block（5）, it is formed by notch conduct and pours band（7）；The second layer builds code on the first layer, builds code method except not
With lower trapezoid building block（12）Outside, remaining same first layer；Remaining each layer builds the same second layer of code method, until with floor or beam（3）Phase
That layer connect, the layer are built code method and are removed with upper trapezoid building block（4）Substitute lower trapezoid building block（12）Outside, remaining same first layer；Along water
Square to build code when, in door-window opening pentagon building block（2）Handing-over, and build code from door and window hole to the intermediate of wall；It completes whole
After the block code of a wall, band is being poured（7）In add reinforcing rib（6）, and press from both sides cast-in-situ template group（15）, in cast-in-situ template group（15）
Upper port forms one and pours mouth（14）, then with grouter to pouring mouth（14）Grouting is until grouting material（8）Fill up blockhouse
Cast-in-place seam（20）, grouting material（8）It is integral building block bonding to form wall；At the top of wall with floor or beam（3）Between,
With anti-corrosion timber wedge（24）Jam-packed, or setting cystosepiment（10）, then use filleting mortar（23）Floating is tamped.
2. honeycomb structure blockwork according to claim 1, it is characterised in that in plane wall body vertical both sides
One side pentagon building block（2）It is connect with the wall side of perpendicular metope, constitutes L-shaped wall, pre- bar planting item（11）, rib（11）One
End is connect 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）It is interior.
3. honeycomb structure blockwork according to claim 1, it is characterised in that in plane wall body vertical both sides
One side pentagon building block（2）It is connect with perpendicular metope, the T-shaped wall of structure, pre- bar planting item（11）, rib（11）One end and phase
Vertical metope connection, the other end stretch into pentagon building block（2）The through-hole of horizontal direction（18）Or the cast-in-place seam of horizontal direction（20）
It is interior.
4. honeycomb structure blockwork according to claim 1, it is characterised in that in plane wall body vertical both sides
One side pentagon building block（2）It is connect with the metope of T shape walls, constitutes cross wall, pre- bar planting item（11）, rib（11）One end
It is connect with the metope of T shape walls, 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）It is interior.
5. honeycomb structure blockwork according to claim 2, it is characterised in that the L-shaped wall production method is：Five
Side shape building block（2）The L-shaped block code in wall side of vertical edges and another face wall, the pre- bar planting item on the metope of another face wall（11）, muscle
Item（11）Stretch into pentagon building block（2）Horizontal direction through-hole（18）Or the cast-in-place seam of horizontal direction（20）In；Grouting material（8）It fills up
Pentagon building block（2）Vertical edges tongue-and-groove（17）, it is bonded and is integral, the production method of remaining coplanar wall.
6. honeycomb structure blockwork according to claim 3, it is characterised in that the T shapes wall production method is：Five
Side shape building block（2）The metope of vertical edges and another face wall is T-shaped to intersect vertically, in the pre- bar planting item of the metope of another face wall（11）,
Rib（11）Stretch into pentagon building block（2）Horizontal direction through-hole（18）Or the cast-in-place seam of horizontal direction（20）In；Grouting material（8）It fills out
Full pentagon building block（2）Vertical edges tongue-and-groove（17）, it is bonded and is integral, the production method of remaining coplanar wall.
7. honeycomb structure blockwork according to claim 4, it is characterised in that the cross wall production method is：
Pentagon building block（2）Vertical edges and the metope across of T shape walls build code, in the pre- bar planting item of the wall of T shape walls（11）, rib
（11）Stretch into pentagon building block（2）Horizontal direction through-hole（18）Or the cast-in-place seam of horizontal direction（20）In；Grouting material（8）Fill up five
Side shape building block（2）Vertical edges tongue-and-groove（17）, it is bonded and is integral, the production method of remaining coplanar wall.
8. honeycomb structure blockwork according to claim 1, it is characterised in that the two of the honeycomb structure blockwork
End or one end are with the wall production method of wall or column without handing-over：With mortar by pentagon building block（2）Vertical edges are constituted and wall
Or column（1）The wall end face to connect smoothes out；Or in the end face formwork supporting plate, grouting material（8）Fill up pentagon building block（2）Vertical edges
Tongue-and-groove（17）, the production method of remaining coplanar wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610598306.0A CN106088395B (en) | 2016-07-27 | 2016-07-27 | Honeycomb structure blockwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610598306.0A CN106088395B (en) | 2016-07-27 | 2016-07-27 | Honeycomb structure blockwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106088395A CN106088395A (en) | 2016-11-09 |
| CN106088395B true CN106088395B (en) | 2018-09-28 |
Family
ID=57450634
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610598306.0A Active CN106088395B (en) | 2016-07-27 | 2016-07-27 | Honeycomb structure blockwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106088395B (en) |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2523829Y (en) * | 2001-04-20 | 2002-12-04 | 林小松 | Combined building blocks of walls |
| CN1540116A (en) * | 2003-10-28 | 2004-10-27 | 徐飞勇 | Shockresistant, tensile and anti destructive building blocks made through dry paving method |
| JP2006144473A (en) * | 2004-11-24 | 2006-06-08 | Keijiro Dan | Building block and structure using it |
| CN101532318A (en) * | 2008-03-13 | 2009-09-16 | 杨小平 | Cast-in-place hollow lightweight inner partition wall |
| CN102127940B (en) * | 2010-01-12 | 2016-04-13 | 杨小平 | Honeycomb structure wall body |
| CN103883022B (en) * | 2014-03-20 | 2016-04-27 | 中国建筑第二工程局有限公司 | Construction method of building envelope inner and outer wall anti-seismic, sound insulation and anti-cracking integrated structure |
| CN206015953U (en) * | 2016-07-27 | 2017-03-15 | 绵阳高新区大任节能技术有限公司 | Honeycomb structure blockwork |
-
2016
- 2016-07-27 CN CN201610598306.0A patent/CN106088395B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN106088395A (en) | 2016-11-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106121039B (en) | Villages and small towns masonry structure assembled integral ring beam and construction column combined method | |
| CN102116061A (en) | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure | |
| CN104532985B (en) | Shear wall cast with tenon-and-mortise precast concrete blocks replacing formworks and construction method thereof | |
| CN206015953U (en) | Honeycomb structure blockwork | |
| CN106499116A (en) | A kind of concrete prefabricated wallboard and its assembled architecture and method of construction of composition | |
| CN205576955U (en) | Raft foundation's reinforced structure is displaced into to strip footing | |
| CN203403670U (en) | unsupported formwork system | |
| CN112726878A (en) | Formwork-erecting-free construction method for masonry filler wall constructional column, prefabricated module and mould | |
| CN110344844A (en) | A kind of track engineering section of track well construction method | |
| CN109898698A (en) | A kind of construction method of pseudo-classic architecture silk seam wall | |
| CN206942138U (en) | Cast template splices bridge plate | |
| CN106088395B (en) | Honeycomb structure blockwork | |
| CN205617419U (en) | Novel combination formula reinforced earth retaining wall structure | |
| CN104763158B (en) | Tenon joint type light-weight aggregate chained block construction method | |
| CN105332386A (en) | Structure construction method for tower crane foundation serving as basement bottom plate | |
| CN206581482U (en) | A kind of assembled architecture of concrete prefabricated wallboard and its composition | |
| CN108824810B (en) | Laying construction process for steel skeleton composite building top plate | |
| CN206844389U (en) | Building blocks wall structure | |
| CN207582946U (en) | Plate typified form drops in a kind of assembled toilet structure | |
| CN108018972A (en) | Full precast floor slab and laminated floor slab combining structure, making and assembly method | |
| CN108396900A (en) | A kind of double Shell roof boarding and its construction method | |
| CN107386416A (en) | A kind of basement boulder is from draining construction method of ground | |
| CN201593254U (en) | Wall body with honeycomb structure | |
| CN209412844U (en) | A kind of assembled resin concrete drainage ditch | |
| CN108266036B (en) | Construction method of concrete silo roof plate structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |