CN109296198A - The construction method of the loam wall of punch die and cast-in-situ reinforced concrete column is made in steel - Google Patents
The construction method of the loam wall of punch die and cast-in-situ reinforced concrete column is made in steel Download PDFInfo
- Publication number
- CN109296198A CN109296198A CN201811361193.8A CN201811361193A CN109296198A CN 109296198 A CN109296198 A CN 109296198A CN 201811361193 A CN201811361193 A CN 201811361193A CN 109296198 A CN109296198 A CN 109296198A
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- China
- Prior art keywords
- arc block
- fixed plate
- plate
- block plate
- wall
- 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.)
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 28
- 239000010959 steel Substances 0.000 title claims abstract description 28
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 16
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 15
- 238000000034 method Methods 0.000 claims abstract description 8
- 239000004567 concrete Substances 0.000 claims description 12
- 238000005056 compaction Methods 0.000 claims description 6
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 239000004576 sand Substances 0.000 claims 1
- 239000002002 slurry Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 3
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses the construction methods that the loam wall of punch die and cast-in-situ reinforced concrete column is made in a kind of steel, including the first arc block plate, second arc block plate, third arc block plate, 4th arc block plate, first fixed plate, second fixed plate and third fixed plate, wherein, first arc block plate, second arc block plate, third arc block plate and the 4th arc block plate are successively spliced to form tubular structure, one end of first fixed plate is fixed on the inner wall of the first arc block plate, one end of second fixed plate and one end of third fixed plate are both secured on the inner wall of third arc block plate, the other end of first fixed plate is inserted into and is removably fixed between the side of the second fixed plate other end and the side of the third fixed plate other end, the loam wall stress performance and stability that this method obtains are preferable.
Description
Technical field
The invention belongs to technical field of buildings, it is related to the loam wall that punch die and cast-in-situ reinforced concrete column is made in a kind of steel
Construction method.
Background technique
Earth building is reusable and low in cost convenient for gathering materials on the spot, and heat preservation is superior with heat-proof quality, and cob wall collapses
Or soil can be returned after removing, ecological dominance meets environment sustainable development theory, has biggish development prospect, is still so far
A kind of residential architecture form for being concerned and widely using both at home and abroad.
However cob is traditionally, is required according to owner and is built a house by craftsman's experience, in building course almost without
Antidetonation facility, arbitrariness is also big there is also material selection, autonomous construction, a series of problems, such as earth material self-strength is lower.According to all previous
Earthquake disaster investigation is the results show that when by earthquake, and the earth building house damage rate in villages and small towns area is extremely serious, main table
It now makes a living and native wall crazing or collapses.But also some researches show that, under geological process, some horizontal layouts are simple, it is structurally reasonable,
Other than some cracks occurs in wall, entire house is substantially intact, illustrates according to biography in construction quality good loam wall load-bearing house
The loam wall of system method manufacture can show good stress performance according to effective construction measure, can be to the maximum extent
Earthquake disaster is reduced, so the construction measure for inventing a kind of raising rammed earth wall stability is of great significance.
Summary of the invention
It is an object of the invention to overcome the above-mentioned prior art, provides a kind of steel and punch die and cast-in-place steel is made
The construction method of the loam wall of reinforced concrete column, the loam wall stress performance and stability that this method obtains are preferable.
In order to achieve the above objectives, steel of the present invention be made punch die include the first arc block plate, the second arc block plate,
Third arc block plate, the 4th arc block plate, the first fixed plate, the second fixed plate and third fixed plate, wherein the first arc gear
Piece, the second arc block plate, third arc block plate and the 4th arc block plate are successively spliced to form tubular structure, and the one of the first fixed plate
End is fixed on the inner wall of the first arc block plate, and one end of the second fixed plate and one end of third fixed plate are both secured to third arc
On the inner wall of shape baffle, the other end of the first fixed plate is inserted into and is removably fixed in the side of the second fixed plate other end and the
Between the side of the three fixed plate other ends.
The side that bolt passes through the first fixed plate is inserted in the side of the second fixed plate the first fixed plate is detachably solid
Due between the side of the first fixed plate and the side of the second fixed plate.
The face being in contact on first arc block plate with the second arc block plate is inclined-plane；On second arc block plate with the 4th arc
The face that baffle is in contact is inclined-plane.
First fixed plate is L-shaped structure.
The construction method of the loam wall of cast-in-situ reinforced concrete column of the present invention the following steps are included:
1) several spirals are taken, each spiral is fixed on ground beam, then punch die is made in steel and is placed in ground beam
On, wherein each spiral is inserted in steel and is made in punch die, then carries out the installation of rammed earth wall form, wherein steel pore-forming
Mold is located in the region that each rammed earth wall form surrounds, and progress rammed earth work between punch die and rammed earth template then is made in steel
Industry, while by air rammer building wall, so that wall building is uniformly closely knit, bolt is then removed, then the first arc is kept off
Piece inwardly knocks out, and finally fixes the first arc block plate, the second arc block plate, third arc block plate, the 4th arc block plate, first
Plate, the second fixed plate and third fixed plate are taken out, to form hole；
2) mortar back casting concrete side is poured into hole to vibrate, so that the concrete compaction in hole, to be formed
Loam wall containing cast-in-situ reinforced concrete column.
The height for pouring mortar is 6cm.
The detailed process vibrated are as follows: vibrated reinforcing bar by vibrator, so that the concrete compaction in hole.
The invention has the following advantages:
The construction method that the loam wall of punch die and cast-in-situ reinforced concrete column is made in steel of the present invention is specifically being grasped
When making, punch die is made by steel and forms hole in loam wall body, then the casting concrete into hole, to be formed containing existing
The loam wall for pouring reinforced column improves the stress performance and stability of loam wall, operation side by reinforced column
Just, simply.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Structural schematic diagram when Fig. 2 is present invention construction；
Fig. 3 is the structural schematic diagram of Hole of the present invention；
Fig. 4 is the structural schematic diagram that the present invention is used for "-" type wall；
Fig. 5 is the structural schematic diagram that the present invention is used for L-type wall；
Fig. 6 is the structural schematic diagram that the present invention is used for T font wall.
Wherein, 1 for the first arc block plate, 2 be the second arc block plate, 3 be third arc block plate, 4 be the 4th arc block plate,
5 it is bolt, 6 be spiral, 7 be the first fixed plate, 8 be the second fixed plate, 9 is third fixed plate.
Specific embodiment
The invention will be described in further detail with reference to the accompanying drawing:
With reference to Fig. 1, it includes the first arc block plate 1, the second arc block plate 2, third that punch die, which is made, in steel of the present invention
Arc block plate 3, the 4th arc block plate 4, the first fixed plate 7, the second fixed plate 8 and third fixed plate 9, wherein the first arc gear
Piece 1, the second arc block plate 2, third arc block plate 3 and the 4th arc block plate 4 are successively spliced to form tubular structure, the first fixed plate
7 one end is fixed on the inner wall of the first arc block plate 1, and one end of the second fixed plate 8 and one end of third fixed plate 9 are fixed
In on the inner wall of third arc block plate 3, the other end of the first fixed plate 7 is inserted into and to be removably fixed in the second fixed plate 8 another
Between the side of 9 other end of side and third fixed plate at end.
Wherein, the side that bolt 5 passes through the first fixed plate 7 is inserted in the first fixed plate 7 in the side of the second fixed plate 8
It is removably fixed between the side of the first fixed plate 7 and the side of the second fixed plate 8.
The face being in contact on first arc block plate 1 with the second arc block plate 2 is inclined-plane；With the 4th on second arc block plate 2
The face that arc block plate 4 is in contact is inclined-plane；First fixed plate 7 is L-shaped structure.
With reference to Fig. 2 and Fig. 3, the construction method of the loam wall of cast-in-situ reinforced concrete column of the present invention includes following step
It is rapid:
1) several spirals 6 are taken, each spiral 6 are fixed on ground beam, then punch die is made in steel and is placed in ground
Liang Shang, wherein each spiral 6 is inserted in steel and is made in punch die, then carries out the installation of rammed earth wall form, wherein steel
It is located in the region that each rammed earth wall form surrounds at punch die, is then made between punch die and rammed earth template in steel and carries out rammed earth
Then operation, while by air rammer building wall removes bolt 5 so that wall building is uniformly closely knit, then by the first arc
Baffle 1 inwardly knocks out, finally by the first arc block plate 1, the second arc block plate 2, third arc block plate 3, the 4th arc block plate 4,
First fixed plate 7, the second fixed plate 8 and third fixed plate 9 are taken out, to form hole；
2) mortar back casting concrete side is poured into hole to vibrate, so that the concrete compaction in hole, to be formed
Loam wall containing cast-in-situ reinforced concrete column, wherein the height for pouring mortar is 6cm.
The detailed process vibrated are as follows: vibrated reinforcing bar by vibrator, so that the concrete compaction in hole.
The diameter that punch die is made in steel is 15cm, and the height of retaining wall is 0.5m, loam wall with a thickness of 0.5m, to increase
The bite force of spiral 6 and concrete, spiral 6 select HRB335 spiral 6.
Cast-in-situ reinforced concrete column is added in the present invention in loam wall, overcomes lacking for traditional loam wall stress performance difference
Point interpenetrates between cast-in-place concrete and rammed earth, forms good adhesive property, improves the stability of rammed earth wall,
Spiral 6 in reinforced column plays the role of skeleton, effectively bear loam wall suffered by tensile stress, compression and
Seismic force when earthquake, generally speaking, cast-in-situ reinforced concrete column of the present invention can significantly improve the stress of loam wall
Performance guarantees the structural stability of cob, and in practical operation, present invention could apply to loam walls of various shapes
In, for example, "-" type loam wall, L-type loam wall and T font loam wall.
Claims (7)
1. punch die is made in a kind of steel, which is characterized in that including the first arc block plate (1), the second arc block plate (2), third arc
Shape baffle (3), the 4th arc block plate (4), the first fixed plate (7), the second fixed plate (8) and third fixed plate (9), wherein the
One arc block plate (1), the second arc block plate (2), third arc block plate (3) and the 4th arc block plate (4) are successively spliced to form cylinder
One end of shape structure, the first fixed plate (7) is fixed on the inner wall of the first arc block plate (1), one end of the second fixed plate (8) and
One end of third fixed plate (9) is both secured on the inner wall of third arc block plate (3), the other end insertion of the first fixed plate (7)
And it is removably fixed between the side of the second fixed plate (8) other end and the side of third fixed plate (9) other end.
2. punch die is made in steel according to claim 1, which is characterized in that bolt (5) passes through the side of the first fixed plate (7)
Face be inserted in the side of the second fixed plate (8) by the first fixed plate (7) be removably fixed in the side of the first fixed plate (7) with
Between the side of second fixed plate (8).
3. punch die is made in steel according to claim 1, which is characterized in that on the first arc block plate (1) with the second arc
The face that baffle (2) is in contact is inclined-plane；The face being in contact on second arc block plate (2) with the 4th arc block plate (4) is inclined-plane.
4. punch die is made in steel according to claim 1, which is characterized in that first fixed plate (7) is L-shaped structure.
5. a kind of construction method of the loam wall of cast-in-situ reinforced concrete column, which is characterized in that be based on steel as claimed in claim 2
Punch die is made, comprising the following steps:
1) several spirals (6) are taken, each spiral (6) are fixed on ground beam, then punch die is made in steel and is placed in ground
Liang Shang, wherein each spiral (6) is inserted in steel and is made in punch die, then carries out the installation of rammed earth wall form, wherein steel
Punch die is made to be located in the region that each rammed earth wall form surrounds, is then made between punch die and rammed earth template and is rammed in steel
Native operation, while by air rammer building wall, so that wall building is uniformly closely knit, then removes bolt (5), then by first
Arc block plate (1) inwardly knocks out, finally by the first arc block plate (1), the second arc block plate (2), third arc block plate (3),
Four arc block plates (4), the first fixed plate (7), the second fixed plate (8) and third fixed plate (9) are taken out, to form hole；
2) it pours mortar back casting concrete side into hole to vibrate, so that the concrete compaction in hole, contains to be formed
The loam wall of cast-in-situ reinforced concrete column.
6. the construction method of the loam wall of cast-in-situ reinforced concrete column according to claim 5, which is characterized in that pour sand
The height of slurry is 6cm.
7. the construction method of the loam wall of cast-in-situ reinforced concrete column according to claim 5, which is characterized in that vibrate
Detailed process are as follows: vibrated reinforcing bar by vibrator, so that the concrete compaction in hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811361193.8A CN109296198A (en) | 2018-11-15 | 2018-11-15 | The construction method of the loam wall of punch die and cast-in-situ reinforced concrete column is made in steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811361193.8A CN109296198A (en) | 2018-11-15 | 2018-11-15 | The construction method of the loam wall of punch die and cast-in-situ reinforced concrete column is made in steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109296198A true CN109296198A (en) | 2019-02-01 |
Family
ID=65144443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811361193.8A Pending CN109296198A (en) | 2018-11-15 | 2018-11-15 | The construction method of the loam wall of punch die and cast-in-situ reinforced concrete column is made in steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109296198A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA1191362A (en) * | 1983-09-01 | 1985-08-06 | Michel Paris | Mold and gasket seal for mansonry wall opening |
| CN104631665A (en) * | 2015-01-19 | 2015-05-20 | 昆明理工大学 | Construction method for anti-seismic rammed earth wall with reinforced surface skin and core columns |
| CN205558271U (en) * | 2016-04-18 | 2016-09-07 | 张桂河 | Building engineering box out ware |
| CN207314667U (en) * | 2017-08-04 | 2018-05-04 | 宁波普利凯建筑科技有限公司 | Grout sleeve |
| CN108756233A (en) * | 2018-05-30 | 2018-11-06 | 中国二十二冶集团有限公司 | Reserved electronic box hole mold and its application method |
-
2018
- 2018-11-15 CN CN201811361193.8A patent/CN109296198A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA1191362A (en) * | 1983-09-01 | 1985-08-06 | Michel Paris | Mold and gasket seal for mansonry wall opening |
| CN104631665A (en) * | 2015-01-19 | 2015-05-20 | 昆明理工大学 | Construction method for anti-seismic rammed earth wall with reinforced surface skin and core columns |
| CN205558271U (en) * | 2016-04-18 | 2016-09-07 | 张桂河 | Building engineering box out ware |
| CN207314667U (en) * | 2017-08-04 | 2018-05-04 | 宁波普利凯建筑科技有限公司 | Grout sleeve |
| CN108756233A (en) * | 2018-05-30 | 2018-11-06 | 中国二十二冶集团有限公司 | Reserved electronic box hole mold and its application method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190201 |
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| RJ01 | Rejection of invention patent application after publication |