CN202689308U - Masonry body formed by concrete hollow blocks - Google Patents

Masonry body formed by concrete hollow blocks Download PDF

Info

Publication number
CN202689308U
CN202689308U CN 201220236680 CN201220236680U CN202689308U CN 202689308 U CN202689308 U CN 202689308U CN 201220236680 CN201220236680 CN 201220236680 CN 201220236680 U CN201220236680 U CN 201220236680U CN 202689308 U CN202689308 U CN 202689308U
Authority
CN
China
Prior art keywords
building block
masonry
block
cast
concrete hollow
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 - Lifetime
Application number
CN 201220236680
Other languages
Chinese (zh)
Inventor
韩忠民
韩荣
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN 201220236680 priority Critical patent/CN202689308U/en
Application granted granted Critical
Publication of CN202689308U publication Critical patent/CN202689308U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Abstract

The utility model relates to a masonry body in the construction, in particular to a masonry body formed by concrete hollow blocks. In the utility model, the masonry body comprises the built blocks built layer-by-layer; cast-in-place reinforced concrete columns are arranged at two ends of the masonry body; cast-in-place reinforced concrete beams are arranged at the joints of the masonry body in storeys; after building, mortar joints among various blocks, mortar joints between the built blocks and the cast-in-place reinforced concrete beams and horse tooth troughs between the blocks and the cast-in-place reinforced concrete columns respectively form regular and non-coherent combined surfaces; and mortar is poured in the blocks. The utility model has the advantages that the masonry body formed by the method overcomes the defects that the conventional masonry body has low horizontal-direction shear capacity, and the integrity is poor, the horizontal-direction shear capacity of the masonry body is greatly improved, and the integrated mechanical properties are improved, so that the masonry body can be applied to high-rise buildings to replace part of cast-in-place shear walls.

Description

The masonry that a kind of concrete hollow block consists of
Technical field
The utility model relates to the masonry in a kind of construction, especially relates to the masonry that a kind of concrete hollow block consists of.
Background technology
At present, in brick material field, existing technology mostly is building by laying bricks or stones of successively building block, and namely common building block is rectangular-shaped, after every one deck concrete block masonry, does not line up with the brickwork joint of last layer building block in the vertical direction, thereby strengthens the globality of masonry.But, this masonry way in the horizontal direction because the aspect of building block can form a plane, the frictional force between building block and the mortar is very little, the masonry shear-carrying capacity is very low; So the poor ability of masonry external force on the opposing horizontal direction is easily destroyed under the stressed condition.
The masonry that also has a kind of hexagonal prism concrete hollow block to consist of in the prior art, this building block can improve the bearing capacity on the vertical direction, but the shear-carrying capacity on the direction that still is difficult to improve the standard.
The utility model content
The purpose of this utility model is for the deficiencies in the prior art; provide a kind of concrete hollow block to consist of the method for masonry; the masonry that the more in the past hexagonal prism building block of shear-carrying capacity of the masonry that consists of by this method is built into improves a lot; so that this masonry can be as the bearing masonry of middle-high building; realize the scale mechanization production, significantly reduce construction intensity and construction cost.
Masonry comprises the building block of successively building by laying bricks or stones in the method described in the utility model, the two ends of masonry are cast-in-situ reinforced concrete column, floor gap masonry and masonry junction are the cast-in-situ steel reinforced concrete beam, after building by laying bricks or stones, the horse tooth trough between mortar joint, building block and cast-in-situ reinforced concrete column between the mortar joint of each blockhouse, building block and cast-in-situ steel reinforced concrete beam is composition rule and non-coherent bonding surface respectively.Blockhouse has been built mortar by laying bricks or stones.
Building block in the utility model comprises the first building block and the second building block, building block the second building block and the first building block, the second building block and the first blockhouse every and be arranged alternately, the upper and lower surface of the first building block is parallel cascaded surface, the second building block height H 3Greater than the height of ladder in the cascaded surface, perhaps, building block also comprises the 3rd building block, and the 3rd building block is in the two ends of every layer of second building block, and perhaps, the second building block cross section is any or at least two kinds of combinations in rectangle or T-shaped or circle or ellipse or the cross.Perhaps, the first building block is " protruding " font polygon prism that there is breach in the bottom, i.e. the first building block (upper surface have square boss, there is square pit in the below, the height H of boss 1With pit depth H 2Sum is greater than the second building block height H 3, the width L of the first building block 1With the difference of the width L2 of the boss width L3 more than or equal to the second building block.Perhaps, there is breach in the first building block at least two bottoms " protruding " font polygon prism is spliced the surface in front is staggered, the second building block is in up and down two-layer the first blockhouse, shape conforms to the cavity that adjacent four the first building blocks consist of, and the shape of the 3rd building block matches with the first building block.The second building block in the utility model and the inside of the first building block all are provided with cavity and support floor, are provided with insulation layer in the cavity.The 3rd building block is eight prisms, and cross section is " z " font, and namely all there are square pit in the upper right corner of quadrangular and the lower left corner.
The utility model has the advantage of: the masonry that the method forms has overcome that masonry horizontal direction shear-carrying capacity was low in the past, and the poor shortcoming of globality.Significantly improve the masonry level shear capacity, improve its globality mechanical property, thereby so that masonry can be applicable in the middle-high building, replace a part of cast-in-place shear wall.
Description of drawings
Fig. 1 is the generalized section of the utility model embodiment 1 installment state;
Fig. 2 is the top view of the utility model embodiment 1 installment state;
Fig. 3 is the front view of the second building block of the utility model embodiment 1;
Fig. 4 be the utility model embodiment 1 the second building block overlook the direction sectional view;
Fig. 5 is the front view of the first building block of the utility model embodiment 1;
Fig. 6 is the main apparent direction full sectional view of the first building block of the utility model embodiment 1;
Fig. 7 be among the utility model Fig. 5 the first building block overlook the direction sectional view;
Fig. 8 is the front view of the second building block of the utility model embodiment 2;
Fig. 9 is the top view of the second building block of the utility model embodiment 2;
Figure 10 be the utility model embodiment 2 the second building block overlook the direction sectional view;
Figure 11 is the front view of the first building block of the utility model embodiment 2;
Figure 12 is the top view of the first building block of the utility model embodiment 2;
Figure 13 be among the utility model embodiment 2 the first building block overlook the direction sectional view;
Figure 14 is the front view full sectional view of the 3rd building block of the utility model embodiment 1;
Figure 15 is the top view of the 3rd building block of the utility model embodiment 1;
Figure 16 is the top view of the 3rd building block of the utility model embodiment 2;
Figure 17 is the installment state generalized section of the utility model embodiment 3.
The specific embodiment
Embodiment 1
Masonry comprises the building block of successively building by laying bricks or stones in the method described in the utility model, the two ends of masonry are cast-in-situ reinforced concrete column 7, floor gap masonry and masonry junction are cast-in-situ steel reinforced concrete beam 8, after building by laying bricks or stones, the horse tooth trough that the mortar joint that the mortar joint of each blockhouse, building block and cast-in-situ steel reinforced concrete beam are 8, building block and cast-in-situ reinforced concrete column are 7 is composition rule and non-coherent bonding surface respectively.Blockhouse has been built mortar 4 by laying bricks or stones.
Masonry is made of each building block, cast-in-situ steel reinforced concrete beam 8 and cast-in-situ reinforced concrete column 7.
The coherent bonding surface rule of narrating in the utility model and non-refers to, the cross section non-linear shapes of bonding surface, simultaneously, the non-level and smooth curvilinear plane of bonding surface, but on all directions, be projection and recessed face with what certain rule distributed.
Construction results such as Fig. 1-7,14,15, and building block comprises the second building block 1, the first building block 2 and the 3rd building block 6, the second building blocks 1 and the first building block 2 intervals and is arranged alternately in the present embodiment, and the upper and lower surface of the first building block 2 is parallel cascaded surface, the second building block 1 height H 3Greater than the height of ladder in the cascaded surface, the 3rd building block 6 is in the two ends of every one deck the second building block 1, and there is mortar 4 in three kinds of blockhouses.All be provided with cavity 5 in each building block and support floor 3, be provided with insulation layer in the cavity 5.There is " protruding " font polygon prism of breach in the first building block 2 for the bottom, namely there is square boss in the upper surface of the first building block 2, and there is square pit in the below, the height H of boss 1With pit depth H 2Sum is greater than the second building block height H 3, the width L of the first building block 1Width L with boss 2Difference greater than the width L of the second building block 3It is stair-stepping face with rising and falling that this structure can make face between layers, thereby has avoided being spaced apart between layers the structure of wire, improves the masonry level shear capacity.
The structure of masonry and construct as follows during construction, at first, successively build by laying bricks or stones, the 3rd building block 6 is positioned at the second building block 1 both sides, the second building block 1 is placed the first building block 2, then, make slurry, with industrial waste, slag or crushed aggregate of plant, mix cementing agent, build existing cast-in-situ steel reinforced concrete beam 8 after the moulding by laying bricks or stones and be by the bottom surface and around sidewall consist of; Stir into uniform slurry, the space between the second building block 1, the first building block 2 is tamped and vibratory compaction then maintenance moulding.
Embodiment 2
The structure of concrete block masonry and step are with embodiment 1.
Such as Fig. 8-13, there is breach in described the first building block 2 at least two bottoms " protruding " font polygon prism is spliced the surface in front is staggered, the second building block 1 is in up and down two-layer the first blockhouse, shape conforms to the cavity that adjacent four the first building blocks consist of, and the shape of the 3rd building block 6 matches with the first building block 2.It is stair-stepping face with rising and falling that this structure can make face between layers, thereby has avoided being spaced apart between layers the structure of wire, and block structure has improved masonry shear-carrying capacity in the horizontal direction itself
" protruding " font polygon prism among the embodiment interlocks on the surface in front and is spliced, and mainly refers to two notched building blocks splicings of " protruding " font soffit, and two shoulders of " protruding " font itself do not require isometric, but the Central Symmetry of building block own.
In the present embodiment, whether cavity 5 exists by site operation situation needs is decided, but fill insulant material in the cavity plays the effect of sound insulation simultaneously.
Embodiment 3
Such as Figure 17, the structure of described each building block is the structure among the embodiment 1 simultaneously, or the structure among the embodiment 2.Masonry way causes not having the 3rd building block 6.This mode structure is corresponding simple, the construction of being more convenient for.
Embodiment 4
The second building block 1 cross section is any or at least two kinds of combinations in rectangle or T-shaped or circle or ellipse or the cross.Height H 3, and width L 3Meet the requirement among the embodiment 1-4.Above-mentioned shape mainly reaches the requirement that can form between layers convex-concave.
Among above-described embodiment 1-4, in the present embodiment, whether cavity 5 exists by site operation situation needs is decided, but fill insulant material in the cavity 5 plays the effect of sound insulation simultaneously.

Claims (9)

1. the masonry that consists of of a concrete hollow block, it is characterized in that: described masonry is made of each building block, cast-in-situ steel reinforced concrete beam (8) and cast-in-situ reinforced concrete column (7), and the horse tooth trough between mortar joint, building block and cast-in-situ reinforced concrete column (7) between the mortar joint of each blockhouse, building block and cast-in-situ steel reinforced concrete beam (8) is composition rule and non-coherent bonding surface respectively.
2. the masonry that consists of of a kind of concrete hollow block as claimed in claim 1, it is characterized in that: described blockhouse has been built mortar (4) by laying bricks or stones.
3. the masonry that consists of of a kind of concrete hollow block as claimed in claim 1, it is characterized in that: described building block comprises the first building block (2) and the second building block (1), building block the second building block (1) and the first building block (2), the second building block (1) and the first building block (2) interval also are arranged alternately, the upper and lower surface of the first building block (2) is parallel cascaded surface, the second building block (1) height H 3Height greater than ladder in the cascaded surface.
4. the masonry that consists of of a kind of concrete hollow block as claimed in claim 1, it is characterized in that: described building block also comprises the 3rd building block (6), the 3rd building block (6) is in the two ends of every layer of second building block (1).
5. the masonry that consists of of a kind of concrete hollow block claimed in claim 2 is characterized in that: described the second building block 1 cross section is any or at least two kinds of combinations in rectangle or T-shaped or circle or ellipse or the cross.
6. the masonry that consists of of a kind of concrete hollow block as claimed in claim 3, it is characterized in that: there is " protruding " font polygon prism of breach in described the first building block (2) for the bottom, there is square boss in the upper surface of i.e. the first building block (2), the below exists square pit, the height H of boss 1With pit depth H 2Sum is greater than the second building block height H 3, the width L of the first building block 1With the difference of the width L2 of the boss width L3 more than or equal to the second building block.
7. the masonry that consists of of a kind of concrete hollow block as claimed in claim 3, it is characterized in that: there is breach in described the first building block (2) at least two bottoms " protruding " font polygon prism is spliced the surface in front is staggered, the second building block (1) is in up and down two-layer the first blockhouse, shape conforms to the cavity that adjacent four the first building blocks consist of, and the shape of the 3rd building block (6) matches with the first building block (2).
8. the masonry that consists of of a kind of concrete hollow block as claimed in claim 3, it is characterized in that: the inside of described the second building block (1) and the first building block (2) all is provided with cavity (5) and supports floor (3), and cavity is provided with insulation layer in (5).
9. the masonry that consists of of a kind of concrete hollow block as claimed in claim 4, it is characterized in that: described the 3rd building block (2) is eight prisms, and cross section is " z " font, and namely all there are square pit in the upper right corner of quadrangular and the lower left corner.
CN 201220236680 2012-05-24 2012-05-24 Masonry body formed by concrete hollow blocks Expired - Lifetime CN202689308U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220236680 CN202689308U (en) 2012-05-24 2012-05-24 Masonry body formed by concrete hollow blocks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220236680 CN202689308U (en) 2012-05-24 2012-05-24 Masonry body formed by concrete hollow blocks

Publications (1)

Publication Number Publication Date
CN202689308U true CN202689308U (en) 2013-01-23

Family

ID=47544945

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220236680 Expired - Lifetime CN202689308U (en) 2012-05-24 2012-05-24 Masonry body formed by concrete hollow blocks

Country Status (1)

Country Link
CN (1) CN202689308U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103422589A (en) * 2012-05-24 2013-12-04 韩忠民 Method for constructing masonry from concrete hollow blocks
CN105064596A (en) * 2015-07-27 2015-11-18 胡成锋 Quakeproof direct surface inlaying brick
CN106013587A (en) * 2016-05-10 2016-10-12 胡成锋 Direct embedding brick

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103422589A (en) * 2012-05-24 2013-12-04 韩忠民 Method for constructing masonry from concrete hollow blocks
CN105064596A (en) * 2015-07-27 2015-11-18 胡成锋 Quakeproof direct surface inlaying brick
CN106013587A (en) * 2016-05-10 2016-10-12 胡成锋 Direct embedding brick

Similar Documents

Publication Publication Date Title
EP2848750B1 (en) Method of casting in-situ steel wire mesh cement slab with spliced rack and suspended formwork
CN101769008B (en) Method for constructing quake-proof masonry house by utilizing prefabricated constructional column ring beams
CN104032870A (en) Integrally fabricated box-shaped multi-ribbed composite floor
WO2015192764A1 (en) Hollow building block and wall built by using same
CN101858119B (en) Reinforced concrete hollow floor slab and construction method
CN103422589B (en) Concrete hollow block forms the method for masonry
CN103953114A (en) Steel frame-reinforced masonry shear wall composite structure and construction method thereof
CN202689308U (en) Masonry body formed by concrete hollow blocks
CN105780992B (en) A kind of orthogonal spatial Rc Open-web Sandwich Plates floor construction engineering method
CN103821263A (en) Precast assembly self-heat preservation concrete shear wall system and construction method thereof
CN108104284B (en) Wallboard connecting structure of shear wall steel arm embedded floor slab and assembly method
CN203821591U (en) Steel frame-reinforcement brickwork shear wall combined structure
CN206385801U (en) Outer wall of basement single side formwork exterior sheathing
CN104631658B (en) The construction method and sun-dried mud brick of a kind of adobe wall suitable for highly seismic region of providing fortification against earthquakes
CN204001278U (en) A kind of prefabricated assembled self-insulating concrete shear wall system
US5146726A (en) Composite building system and method of manufacturing same and components therefor
CN103088939A (en) Assembly interlocking prestressing force shear wall system and construction method thereof
RU2477770C1 (en) Lock prefabricated strip footing
CN101818530A (en) Regenerative masonry wall system and construction method thereof
CN103556754A (en) Single-line reinforcement thermal insulation bearing shear wall with T-shaped hidden posts at end parts and manufacturing method of shear wall
EA034290B1 (en) Multi-storey building of combined structural system
CN104110131B (en) A kind of wall structure post hollow concrete formwork
CN206916767U (en) A kind of prefabricated assembled elevator basis
CN103015563B (en) Outer-block inner-masonry building structure system
CN213268513U (en) Outer wall structure

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20130123

Effective date of abandoning: 20151223

C25 Abandonment of patent right or utility model to avoid double patenting