CN105839811A - Reinforced masonry wall structure filled with rammed earth and construction method thereof - Google Patents
Reinforced masonry wall structure filled with rammed earth and construction method thereof Download PDFInfo
- Publication number
- CN105839811A CN105839811A CN201610305605.0A CN201610305605A CN105839811A CN 105839811 A CN105839811 A CN 105839811A CN 201610305605 A CN201610305605 A CN 201610305605A CN 105839811 A CN105839811 A CN 105839811A
- Authority
- CN
- China
- Prior art keywords
- block
- building
- skin
- rammed earth
- cavity
- 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.)
- Pending
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
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/26—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in all cavities in order to form a wall construction
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0295—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements of which the width is equal to the wall thickness
Abstract
The invention discloses a reinforced masonry wall structure filled with rammed earth and a construction method thereof. The masonry wall structure is formed by bonding a plurality of hollow blocks with mortar, wherein the hollow blocks are arranged in sequence in the vertical direction. Every two hollow blocks adjacent in the vertical direction are connected in a staggered-seam lap joint mode, cavities of the hollow blocks are aligned one by one, and thus through cavities extending from first hollow blocks to the top hollow blocks are formed; all the through cavities are filled with rammed earth, and thus rammed earth core columns are formed. The construction method includes the steps that firstly, bottom mortar is laid, and the first hollow blocks are stacked on the bottom mortar; secondly, mortar is smeared on the upper surfaces of the first hollow blocks, the second hollow blocks are stacked in a staggered-seam lap joint mode, and the cavities are completely aligned in the vertical direction; thirdly, the cavities of the blocks are filled with mixed raw earth, and filling and ramming are performed at the same time till the 1/3-1/2 height position of the second hollow blocks is reached; fourthly, the third hollow blocks are built and then filled with raw earth, ramming is performed till the 1/3-1/2 height position of the third hollow blocks is reached, and the process is performed in this way till the last hollow block is built and the cavities are full of the rammed earth. The anti-shear property and integrality of the masonry wall are guaranteed.
Description
Technical field
The invention belongs to construction wall construction applications, particularly to filling rammed earth formula masonry wall knot in enhancement mode
Structure and construction method thereof.
Background technology
Concrete small cavity block masonry engineering structure be the version that is most widely used at present of China it
One, the shearing strength of this kind of masonry is frequently depend upon the binding ability between building block and mortar, flatly
Under shake effect, this structure is usually owing to horizontal shear strength is not enough, globality is poor and causes the tight of structure
Heavily destroy.At present, in order to improve shear resistance and the globality of masonry, generally use arrange constructional column and
Collar tie beam, or in the cavity of building-block the measure such as arrangement of reinforcement then casting concrete to improve concrete little
The shear resistance of type hollowed-block masonry and globality are to improve its anti-seismic performance.But for cement, steel
The remote rural area of the Important building materials such as muscle scarcity relatively and vast mountain area, due to cost, traffic condition etc.
Factor limits, and substantial amounts of agricultural Housing construction does not use above-mentioned enhancement measures, and cause a large amount of newly-built agriculture room by
Not enough in shear resistance, there are major safety risks.For above-mentioned situation, in the case of not arrangement of reinforcement such as
What energy improve shear resistance and the globality of concrete small cavity block masonry engineering easy, economic, practically
It it is problem demanding prompt solution.
Summary of the invention
The present invention solves technical problem present in known technology and provide one can gather materials on the spot, reduce
Construction cost, in the case of not arrangement of reinforcement, it is ensured that the shear behavior of masonry wall, globality, improves and builds
Body wall thermal and insulating performance, the enhancement mode interior filling rammed earth formula masonry wall structure improving comfortableness and construction thereof
Method.
The present invention solves that technical problem is adopted the technical scheme that present in known technology:
Rammed earth formula masonry wall structure is filled, by the many skins building-block being sequentially arranged up and down in a kind of enhancement mode
By the bonding composition of mortar, any upper and lower adjacent two skin building-block fissure of displacement overlap joints, it is characterised in that:
The cavity homogeneous one of any upper and lower adjacent two skin building-blocks aligns, and is formed and extends from first skin building-block
To the lumen therethrough of top skin building-block, in each lumen therethrough, all it is filled with rammed earth, forms rammed earth stem stem,
Rammed earth stem stem is extended to push up the upper surface of skin building-block by the bottom surface of first skin air building block.
Preferred: it is long that the length of any upper and lower adjacent two skin building-block fissure of displacement overlap joints is 1/2 building block；
Being arranged on the cavity on every block of building-block is two, in addition to first skin building-block, and every piece of sky of other skins
The cavity on two blocks of building-blocks that two cavitys of heart building block are corresponding with hypodermis respectively aligns up and down.
Preferred: rammed earth uses the raw soil material after physical modification or chemical modification.
The construction method of rammed earth formula masonry wall structure is filled, it is characterised in that include executing as follows in enhancement mode
Work step is rapid:
S1, before building first skin by laying bricks or stones, first-selected first spreads one layer of bed load slurry on basal plane, after bed load slurry is completed
First skin building-block is piled up on bed load slurry；
S2 after first skin building-block puzzles, surface smear mortar thereon, pile up the second skin building-block,
Upper and lower two skin building-blocks use the mode of the fissure of displacement to overlap, and make upper and lower two skin building-blocks
Cavity is formed one by one and aligns；
After S3 has built first skin and the second skin building-block by laying bricks or stones, in building block cavity, fill the raw-soil mixed,
Filling limit, limit is tamped, until compacting is to 1/3～1/2 position of the second skin building-block cavity height；
S4, at the second skin building-block upper surface applying mortar, builds the 3rd skin building-block by laying bricks or stones, is subsequently filled
The raw-soil after mix, filling limit, limit is tamped, until the height after Hang Shi is the 3rd skin building-block height
1/3～1/2 position, by that analogy, until having built top skin building-block by laying bricks or stones, at the cavity of top skin building-block
Inner edge fills the mix raw-soil, limit compacting, until rammed earth fills full cavity, so far completes whole masonry wall
Build by laying bricks or stones.
Preferred: the raw-soil needs to process through material modification or chemical modification before use.
The present invention has the advantage that with good effect:
Rammed earth formula masonry wall structure is filled by filling rammed earth, formation in the cavity of building block in this enhancement mode
Connect the rammed earth stem stem of upper and lower building block, so, in the case of not arrangement of reinforcement, it is ensured that the shearing resistance of masonry wall
Performance and globality；Owing to rammed earth can be gathered materials on the spot, thus also reduce the construction cost of masonry wall.In
The rammed earth material filled out have accumulation of heat damping, improve indoor environment, insulation, draw materials conveniently, cost is low,
The advantages such as reusable edible.This construction method often builds a skin building block by laying bricks or stones, just carry out an allochthonous soil filling and
On the one hand compacting, ensure that the compaction rate of rammed earth, on the other hand ensure that arbitrary neighborhood two skin building block it
Between horizontal mortar joint position, the rammed earth of formation is continuous print, has so given full play to ram in building block cavity
The shearing resistance reinforced effects of soil.
Accompanying drawing explanation
Fig. 1 is head skin of the present invention and the masonry construction schematic diagram of the second skin building-block；
Fig. 2 is head skin of the present invention, the second skin and the masonry construction schematic diagram of the 3rd skin building-block；
Fig. 3 is the biopsy cavity marker devices schematic diagram of Fig. 2；
Fig. 4 is the whole structure schematic diagram of the present invention.
In figure: 1, building-block；1-1, cavity；2, rammed earth stem stem；3, horizontal mortar joint.
Detailed description of the invention
For the summary of the invention of the present invention, feature and effect can be further appreciated that, hereby enumerate following example,
And it is as follows to coordinate accompanying drawing to describe in detail:
Fill rammed earth formula masonry wall structure in a kind of enhancement mode, refer to Fig. 1-4, by be sequentially arranged up and down
Many skins building-block 1 is by the bonding composition of mortar, and any upper and lower adjacent two equal fissure of displacement of skin building-block are taken
Connecing, the cavity 1-1 homogeneous of any upper and lower adjacent two skin building-blocks aligns, and is formed from first skin hollow
Building block extends to push up the lumen therethrough of skin building-block, is all filled with rammed earth in each lumen therethrough, is formed and rams
Core post 2, rammed earth stem stem is extended to push up the upper surface of skin building-block by the bottom surface of first skin air building block.
In said structure, the length of any upper and lower adjacent two skin building-block fissure of displacement overlap joints is both preferably 1/2
Building block is long, and to be arranged on the cavity on every block of building-block be two, in addition to first skin building-block, other
The cavity on two blocks of building-blocks that two cavitys of every block of building-block of skin are corresponding with hypodermis respectively
Align up and down.
In said structure, rammed earth preferably employs the raw soil material after physical modification or chemical modification.This is
Because through physical modification (admixture natural fiber, such as straw, Caulis et Folium Oryzae etc.) or chemical modification (admixture cement,
Calx etc.) after, the mechanical property of the raw-soil can be improved, strengthen its volume stability, improve its durability etc..
Fill the construction method of rammed earth formula masonry wall structure in enhancement mode, refer to Fig. 1-4, including executing as follows
Work step is rapid:
S1, before building first skin by laying bricks or stones, first-selected first spreads one layer of bed load slurry on basal plane, after bed load slurry is completed
First skin building-block is piled up on bed load slurry；
S2 after first skin building-block puzzles, surface smear mortar thereon, pile up the second skin building-block,
Upper and lower two skin building-blocks use the mode of the fissure of displacement to overlap, and make upper and lower two skin building-blocks
Cavity is formed one by one and aligns；
After S3 has built first skin and the second skin building-block by laying bricks or stones, in building block cavity, fill the raw-soil mixed,
Raw-soil moisture content after mix should be near its optimum moisture content, and to ensure the degree of compaction of rammed earth, limit is filled
Limit is tamped, until compacting is to 1/3～1/2 position of the second skin building-block cavity height；
S4, at the second skin building-block upper surface applying mortar, builds the 3rd skin building-block by laying bricks or stones, is subsequently filled
The raw-soil after mix, filling limit, limit is tamped, until the height after Hang Shi is the 3rd skin building-block height
1/3～1/2 position, by that analogy, until having built top skin building-block by laying bricks or stones, at the cavity of top skin building-block
Inner edge fills the mix raw-soil, limit compacting, until rammed earth fills full cavity, so far completes whole masonry wall
Build by laying bricks or stones.Rammed earth use above-mentioned filling and compacting mode, it is ensured that arbitrary neighborhood two skin building-block it
Between mortar bonding location at, also be formed horizontal mortar joint 3 position, rammed earth is continuous print, so
Give full play to the shearing resistance reinforced effects of rammed earth in building block cavity.
In above-mentioned construction method, the raw-soil the most preferably needs to process through material modification or chemical modification.
During physical modification, the preferential material selecting locality, such as Wheat Straw, Caulis et Folium Oryzae etc.；During chemical modification, can mix
Add 5～the cement of 10% or quick lime.
It is hollow that this enhancement mode interior filling rammed earth formula masonry wall structure and construction method thereof solve concrete small size
Block masonry wall in the case of not arrangement of reinforcement, shear resistance difference and the bad problem of globality.Wherein, build
Block cavity is that the filling of rammed earth provides template, simultaneously works as protecting the effect of rammed earth.The rammer filled out in cavity
Soil material has that heat storage performance is good, the function of regulation indoor temperature and humidity, draw materials conveniently, cost is low, can follow
Ring utilizes, and is greatly improved the comfortableness in house.This masonry wall structure has broken away from traditional masonry wall structure
Enhancement mode, is the new structure of a kind of environment-friendly and green, and this masonry wall structure is in vast remote mountain area agriculture
Village has a good application prospect.
The foregoing is only the preferred embodiments of the present invention, however it is not limited to the present invention, for this area
Technical staff for, the present invention can have any change or change.All in the spirit and principles in the present invention
Within, any amendment, equivalencing and the improvement made, within should be included in scope.
Claims (5)
1. in enhancement mode, fill a rammed earth formula masonry wall structure, hollow by the many skins being sequentially arranged up and down
The bonding composition of mortar is passed through in building block, and any upper and lower adjacent two skin building-block fissure of displacement overlap joints, its feature exists
In: the cavity homogeneous of any upper and lower adjacent two skin building-blocks aligns, and is formed from first skin building-block
Extend to push up the lumen therethrough of skin building-block, in each lumen therethrough, be all filled with rammed earth, form rammed earth core
Post, rammed earth stem stem is extended to push up the upper surface of skin building-block by the bottom surface of first skin air building block.
Filling rammed earth formula masonry wall structure in enhancement mode the most according to claim 1, its feature exists
In: it is long that the length of any upper and lower adjacent two skin building-block fissure of displacement overlap joints is 1/2 building block；It is arranged on
Cavity on every block of building-block is two, in addition to first skin building-block, and every block of building-block of other skins
Corresponding with the hypodermis respectively two blocks of building-blocks of two cavitys on a cavity align up and down.
Filling rammed earth formula masonry wall structure in enhancement mode the most according to claim 1, its feature exists
In: described rammed earth uses the raw soil material after physical modification or chemical modification.
4. fill the construction method of rammed earth formula masonry wall structure in enhancement mode, it is characterised in that include as
Lower construction procedure:
S1 is before building first skin by laying bricks or stones, and first-selection first spreads one layer of bed load slurry on basal plane, after bed load slurry is completed
Bed load slurry is piled up first skin building-block；
S2 after first skin building-block puzzles, surface smear mortar thereon, pile up the second skin hollow building
Block, upper and lower two skin building-blocks use the mode of the fissure of displacement to overlap, and make upper and lower two skin hollow buildings
The cavity of block is formed one by one and aligns；
After S3 has built first skin and the second skin building-block by laying bricks or stones, in building block cavity, fill the raw-soil mixed,
Filling limit, limit is tamped, until compacting is to 1/3～1/2 position of the second skin building-block cavity height；
S4, at the second skin building-block upper surface applying mortar, builds the 3rd skin building-block by laying bricks or stones, then fills out
Filling the raw-soil after mix, filling limit, limit is tamped, until the height after Hang Shi is the 3rd skin building-block height
1/3～1/2 position, by that analogy, until built top skin building-block by laying bricks or stones, at top skin building-block
Cavity inner edge fills the mix raw-soil, limit compacting, until rammed earth fills full cavity, so far completes whole block
Building by laying bricks or stones of body wall.
The construction method of rammed earth formula masonry wall structure is filled in enhancement mode the most according to claim 4,
It is characterized in that: the raw-soil needs to process through material modification or chemical modification before use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610305605.0A CN105839811A (en) | 2016-05-09 | 2016-05-09 | Reinforced masonry wall structure filled with rammed earth and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610305605.0A CN105839811A (en) | 2016-05-09 | 2016-05-09 | Reinforced masonry wall structure filled with rammed earth and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105839811A true CN105839811A (en) | 2016-08-10 |
Family
ID=56591764
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610305605.0A Pending CN105839811A (en) | 2016-05-09 | 2016-05-09 | Reinforced masonry wall structure filled with rammed earth and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105839811A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859227A (en) * | 2017-11-15 | 2018-03-30 | 陕西理工大学 | A kind of raw-soil base insulation blocks, blockwork and its construction method |
| CN107916745A (en) * | 2017-11-28 | 2018-04-17 | 天津城建大学 | A kind of novel hollow building block and its construction technology |
| CN108412081A (en) * | 2018-01-30 | 2018-08-17 | 天津城建大学 | It is applied with the building construction method of horizontal prestressed masonry structure and masonry |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4771584A (en) * | 1987-04-02 | 1988-09-20 | F. Bon Jasperson | Concrete block wall construction method |
| CN2138157Y (en) * | 1992-04-26 | 1993-07-14 | 何谓清 | Hollow brick |
| CN1181443A (en) * | 1996-11-06 | 1998-05-13 | 北京住宅开发建设集团总公司 | Construction tech. for thermal insulating of exposed wall |
| CN1376842A (en) * | 2001-03-22 | 2002-10-30 | 孙高亮 | Building block and its masoning method |
| CN102352660A (en) * | 2011-06-02 | 2012-02-15 | 南通建筑工程总承包有限公司 | Gypsum block masonry and construction method thereof |
| CN205776896U (en) * | 2016-05-09 | 2016-12-07 | 天津城建大学 | Rammed earth formula masonry wall structure is filled in a kind of enhancement mode |
-
2016
- 2016-05-09 CN CN201610305605.0A patent/CN105839811A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4771584A (en) * | 1987-04-02 | 1988-09-20 | F. Bon Jasperson | Concrete block wall construction method |
| CN2138157Y (en) * | 1992-04-26 | 1993-07-14 | 何谓清 | Hollow brick |
| CN1181443A (en) * | 1996-11-06 | 1998-05-13 | 北京住宅开发建设集团总公司 | Construction tech. for thermal insulating of exposed wall |
| CN1376842A (en) * | 2001-03-22 | 2002-10-30 | 孙高亮 | Building block and its masoning method |
| CN102352660A (en) * | 2011-06-02 | 2012-02-15 | 南通建筑工程总承包有限公司 | Gypsum block masonry and construction method thereof |
| CN205776896U (en) * | 2016-05-09 | 2016-12-07 | 天津城建大学 | Rammed earth formula masonry wall structure is filled in a kind of enhancement mode |
Non-Patent Citations (1)
| Title |
|---|
| 陈忠辉: ""盈江地震中民居混凝土小型空心砌块墙体震害分析及简易抗震措施研究"", 《中国优秀硕士论文全文数据库工程科技Ⅱ辑》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859227A (en) * | 2017-11-15 | 2018-03-30 | 陕西理工大学 | A kind of raw-soil base insulation blocks, blockwork and its construction method |
| CN107916745A (en) * | 2017-11-28 | 2018-04-17 | 天津城建大学 | A kind of novel hollow building block and its construction technology |
| CN108412081A (en) * | 2018-01-30 | 2018-08-17 | 天津城建大学 | It is applied with the building construction method of horizontal prestressed masonry structure and masonry |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106121039B (en) | Villages and small towns masonry structure assembled integral ring beam and construction column combined method | |
| CN105908860B (en) | A kind of ruggedized construction of 3D printing reinforced masonry shear wall | |
| CN206143951U (en) | Connected node of rammed earth wall and blockwork | |
| CN103174252B (en) | A kind of self-insulation quake-proof building block and application process | |
| CN105839811A (en) | Reinforced masonry wall structure filled with rammed earth and construction method thereof | |
| CN101806100A (en) | Horizontal joint waterproofing node of exterior wall | |
| CN105239701B (en) | A kind of rammed earth wall construction technique | |
| CN106013229B (en) | A kind of method of construction of stand alone type brick setting antidetonation cave dwelling | |
| CN203821625U (en) | Fiber cloth-reinforced mortar-free reinforced masonry shear wall | |
| CN205776896U (en) | Rammed earth formula masonry wall structure is filled in a kind of enhancement mode | |
| CN201620465U (en) | New light steel-weed tile energy saving residential structure for villages | |
| 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 | |
| CN203795645U (en) | Reinforced adobe wall | |
| CN201224941Y (en) | Environment protection type structure thermal insulation concrete building block, masonry and anti-vibration residential building | |
| CN111155677B (en) | Raw soil brick masonry structure with core column and construction method thereof | |
| CN101619593B (en) | Rural novel light-steel straw-bale energy-saving residential system | |
| CN209277383U (en) | A kind of precast concrete rock wool combined wall board | |
| CN208415232U (en) | A kind of basement process gauze granular media pilework of weak soil, sand foundation | |
| CN102767290A (en) | Construction method for retention position of constructional column of self-insulation sand aerated concrete block exterior wall | |
| CN207920144U (en) | A kind of sliding and shock isolation device of no collar tie beam masonry structure | |
| CN207776225U (en) | A kind of hollowed-block masonry structure with high shear behavior | |
| CN201321720Y (en) | Ring-beam no-putlog-hole template erecting device in brick and concrete structure construction | |
| CN203247750U (en) | Assembled type cement brick | |
| CN206829165U (en) | Caved in the composite foundation with sapping area for arid biogeographic zone earthen ruins | |
| CN206916995U (en) | A kind of masonry structure of new ribs building block |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160810 |
|
| RJ01 | Rejection of invention patent application after publication |