CN109339276A - Rammed earth wall construction and its formwork and construction method - Google Patents
Rammed earth wall construction and its formwork and construction method Download PDFInfo
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- CN109339276A CN109339276A CN201811137668.5A CN201811137668A CN109339276A CN 109339276 A CN109339276 A CN 109339276A CN 201811137668 A CN201811137668 A CN 201811137668A CN 109339276 A CN109339276 A CN 109339276A
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- 238000010276 construction Methods 0.000 title claims abstract description 68
- 238000009415 formwork Methods 0.000 title claims abstract description 45
- 239000011449 brick Substances 0.000 claims abstract description 38
- 239000000463 material Substances 0.000 claims abstract description 27
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 16
- 230000001681 protective effect Effects 0.000 claims abstract description 9
- 125000006850 spacer group Chemical group 0.000 claims abstract description 7
- 239000011248 coating agent Substances 0.000 claims abstract description 6
- 238000000576 coating method Methods 0.000 claims abstract description 6
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 4
- 238000005056 compaction Methods 0.000 claims abstract description 4
- 230000010485 coping Effects 0.000 claims abstract description 3
- 239000002689 soil Substances 0.000 claims description 19
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 239000004615 ingredient Substances 0.000 claims description 6
- 239000004927 clay Substances 0.000 claims description 4
- 239000002699 waste material Substances 0.000 claims description 4
- 241001649081 Dina Species 0.000 claims description 3
- 239000011456 concrete brick Substances 0.000 claims description 3
- 239000010881 fly ash Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 claims description 2
- 230000007797 corrosion Effects 0.000 abstract description 13
- 238000005260 corrosion Methods 0.000 abstract description 13
- 239000010410 layer Substances 0.000 description 24
- 230000000694 effects Effects 0.000 description 7
- 239000003795 chemical substances by application Substances 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 4
- 235000011941 Tilia x europaea Nutrition 0.000 description 4
- 239000004568 cement Substances 0.000 description 4
- 239000000835 fiber Substances 0.000 description 4
- 239000004571 lime Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000007547 defect Effects 0.000 description 3
- 235000002918 Fraxinus excelsior Nutrition 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 2
- 239000002956 ash Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
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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
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
Abstract
The present invention provides a kind of rammed earth wall construction and its formwork and construction method, the rammed earth wall construction are provided with wildcard reinforcing bar in the loam wall including ground top beam, brick wall, loam wall and the capping beam set gradually.The formwork, the wall form including the setting of two pieces of relative spacings, the outside spacers of wall form are provided with wall form and erect stupefied, erect stupefied outside spacers in wall form and be provided with table, the wall form across two pieces of relative spacings is provided with split bolt.The construction method includes construction ground top beam, brick wall, wildcard reinforcing bar；Formwork is built based on brick wall and/or ground top beam；Rammed earth material is filled in formwork by predetermined thickness and carries out compaction in layers rammed earth layer formation loam wall；It constructs on rammed earth layer after compacting pit, and/or hair pulling treatment is carried out to the upper surface of the rammed earth layer after compacting；In rammed earth coping construction capping beam；Remove formwork；In the external coating protective film of loam wall.The present invention can be improved the stability, intensity and corrosion resistance of rammed earth wall construction.
Description
Technical field
The present invention relates to technical field of buildings, in particular to a kind of rammed earth wall construction and its formwork and construction method.
Background technique
In technical field of buildings, soil body wall includes adobe wall and loam wall.Wherein loam wall is the branch using loam wall
Mould fills earth material in formwork, manually tamps earth material, then toward the first layer earth material upper berth second layer earth material of compacting, continues to ram
Real, method constantly fills earth material or else disconnected compacting like this, tamps and completes until the loam wall in entire formwork, then by rammed earth mould
Plate is dismantled.The distinguishing feature of loam wall is exactly ecological, environmental protective, and ashes to ashes is nearly free from building waste.But traditional loam wall,
Its structure be directly constructed based on ground or ground, so as to cause loam wall structural stability and intensity compared with
Difference, in addition, its filling earth material of traditional loam wall is only native powder, bill of materials one, so as to cause the tough of the loam wall after construction
Property insufficient, intensity is poor and the defect of the lower difference of corrosion resistance.In traditional loam wall work progress, layer and layer rammed earth
Connectivity is poor, poor so as to cause the overall stability of loam wall.And the formwork of traditional loam wall, generally comprise wallboard and
The support column being obliquely installed on the outside of wallboard is set, construction space is not only taken up, the stability for also resulting in formwork is poor.
Summary of the invention
The object of the present invention is to provide a kind of rammed earth wall construction and its formwork and construction methods, to improve loam wall
Stability, intensity and the corrosion resistance of structure.
In order to solve the above technical problem, the present invention provides a kind of rammed earth wall constructions, including ground top beam, the brick set gradually
Wall, loam wall and capping beam are provided with wildcard reinforcing bar in the loam wall.
Further, rammed earth wall construction provided by the invention, the brick wall are made of building wall brick, and the building wall brick is
Clay brick, shale brick, colliery wastes brick, flyash brick, Dinas brickes or concrete brick.
Further, rammed earth wall construction provided by the invention, the capping beam are enclosed with steel plate.
Compared with prior art, rammed earth wall construction provided by the invention not only includes loam wall itself, further includes that setting exists
Ground top beam below loam wall and the capping beam being arranged in above loam wall, to improve company of the loam wall between ground
Stability and intensity are connect, and improves the corrosion resistance between loam wall and base node, and improve loam wall and its
Structural stability and intensity between the building of top, and improve corrosion-resistant between loam wall and its top building node
Property.It is provided with wildcard reinforcing bar in loam wall, further improves the strength and stability of rammed earth wall construction.In loam wall plucked instrument
One of brick wall structure is set between top beam, the connective stability of loam wall and brick wall can be increased, loam wall is avoided directly to construct
When on ground top beam, caused by rigidity defect.
In order to solve the above-mentioned technical problem, between the present invention also provides a kind of formworks of rammed earth wall construction, including two pieces opposite
Every the wall form of setting, the outside spacers of the wall form are provided with wall form and erect stupefied, are erected between stupefied outside in the wall form
Every being provided with table, the wall form across two pieces of relative spacings is provided with split bolt.
Further, formwork provided by the invention, the wall form are steel plate, solid wood board or sandwich plate.
Further, formwork provided by the invention, the wall form erect stupefied for flitch.
Further, formwork provided by the invention, the table are steel pipe.
Compared with prior art, the formwork of rammed earth wall construction only includes that wall form, wall form erect stupefied, table and to drawing spiral shell
Bolt.It has the advantages that structure is simple.Split bolt can guarantee the stability of wall form, can when so that loam wall being constructed
Resist the active force of hammering compacting loam wall.Formwork of the invention is not take up the external working space of loam wall, has knot
Structure advantage more compact.
In order to solve the above-mentioned technical problem, the present invention also provides a kind of construction method of rammed earth wall construction,
Construction ground top beam, brick wall；
In rammed earth wall displacement to be onstructed, wildcard reinforcing bar is set；
The formwork such as above-mentioned rammed earth wall construction is built based on brick wall and/or ground top beam；
Rammed earth material is filled in formwork by predetermined thickness and carries out compaction in layers rammed earth layer formation loam wall；
It constructs on rammed earth layer after compacting pit, and/or hair pulling treatment is carried out to the upper surface of the rammed earth layer after compacting；
In rammed earth coping construction capping beam；
Remove formwork；
In the external coating protective film of loam wall.
Further, the present invention provides the construction method of rammed earth wall construction, and after removing formwork, split bolt is removed in repairing
The hole left in loam wall.
Further, the present invention provides the construction method of rammed earth wall construction, adds following material in the rammed earth material
And its ingredient of proportion:
Compared with prior art, the implementation method of loam wall of the invention not only has above-mentioned rammed earth wall construction and formwork
Technical effect, also have the effect of increasing the cohesive force between rammed earth layer and rammed earth layer, to make the compacting effect of loam wall
More preferably.The external coating protective film of loam wall after construction, can further increase the corrosion resistance of loam wall.
Detailed description of the invention
Fig. 1 is the schematic diagram of the rammed earth wall construction of one embodiment of the invention；
Fig. 2 is the structural schematic diagram of the loam wall structure formwork of one embodiment of the invention.
It is as shown in the figure:
100, rammed earth wall construction, 110, top beam, 120, brick wall, 130, loam wall, 131, wildcard reinforcing bar, 140, bear down on one
Beam, 141, steel plate；
200, formwork, 210, mould wallboard, 220, wall form erect stupefied, 230, table, 240, split bolt.
Specific embodiment
The present invention is described in detail with reference to the accompanying drawing:
Embodiment one
Referring to FIG. 1, the present embodiment one provides a kind of rammed earth wall construction 100, including ground top beam 110, the brick set gradually
Wall 120, loam wall 130 and capping beam 140 are provided with wildcard reinforcing bar 131 in the loam wall 130.Wherein, brick wall 120 is by building
Walling brick is constituted, and the building wall brick can be clay brick, shale brick, colliery wastes brick, flyash brick, Dinas brickes or concrete
Brick.Wherein the length and specification of wildcard reinforcing bar 131 can make appropriate choice according to actual needs.Such as wildcard reinforcing bar 131
Specification be 12@500mm of Φ.
In order to further increase the strength and stability of capping beam and its top building structure, one capping beam of the present embodiment
140 are enclosed with steel plate 141.
130 structure 100 of loam wall that the present embodiment one provides not only includes loam wall 130 itself, further includes that setting is being rammed
The ground top beam 110 of 130 lower section of cob wall and the capping beam 140 that 130 top of loam wall is arranged in, exist to improve loam wall 130
Connective stability and intensity between ground, and the corrosion resistance between loam wall 130 and base node is improved, and
The structural stability and intensity between loam wall 130 and its top building are improved, and improves loam wall 130 and its top
Build the corrosion resistance between node.It is provided with wildcard reinforcing bar 131 in loam wall 130, further improves 130 knot of loam wall
The strength and stability of structure 100.One of brick wall, 120 structure in 130 plucked instrument of loam wall is set between top beam 110, rammer can be increased
The connective stability of cob wall 130 and brick wall 120, avoid loam wall 130 directly construction on ground top beam 110 when, caused by just
Property defect.
The rammed earth wall construction 100 that the present embodiment one provides, also has the following technical effects.
One, cheap.It may be implemented to gather materials on the spot, save a large amount of transportaion and communication expenses and material cost expense.
Two, simple process.Construction technology is easy to learn, easily promotes.
Three, good integrity.With good fire resistance, durability and corrosion resistance.
Four, ecological, environmental protective.Primary raw material is soil, is taken at nature and is melted into ecology, environment friendly and pollution-free to surrounding enviroment.
Embodiment two
Referring to FIG. 2, the present embodiment two provides a kind of formwork 200 of the rammed earth wall construction 100 of above-described embodiment one, including
The wall form 210 of two pieces of relative spacings setting, the outside spacers of the wall form 210 are provided with wall form and erect stupefied 220, described
The outside spacers that wall form erects stupefied 220 are provided with table 230, are provided with across the wall form 210 of two pieces of relative spacings to drawing spiral shell
Bolt 240.
Wherein wall form 210 can be steel plate, solid wood board or sandwich plate.Sandwich plate is, for example, nine clamping plates.
It can be flitch that wherein wall form, which erects stupefied 220,.
Wherein table 230 can be steel pipe.
In order to guarantee formwork 200 structural stability resistance to stress intensity, the specification of the flitch of the present embodiment two uses 50
× 100 flitches, the spacing setting of flitch are no more than 300mm, and steel pipe specification is Φ 48 × 3.2.Two steel are arranged in per pass table 230
Pipe, the spacing of steel pipe are 500mm, and the diameter of split bolt 240 is Φ 14.
For the ease of demoulding, release oil layer is coated in the inner surface of wall form 210.The color of mould oil is preferably nature
Color pollutes metope to avoid penetrating into loam wall.
The formwork 200 of the rammed earth wall construction 100 of the present embodiment two only erects stupefied 220, table including wall form 210, wall form
230 and split bolt 240.It has the advantages that structure is simple.Split bolt 240 can guarantee the stability of wall form 210, with
When loam wall 130 being made to construct, the active force of hammering compacting loam wall 130 can be resisted.Formwork 200 of the invention is not take up rammed earth
The external working space of wall 130, has the advantages that structure is more compact.
Embodiment three
The present embodiment three provides a kind of construction method of above-mentioned rammed earth wall construction 100, the loam wall based on embodiment one
Structure 100 and formwork 200, including
Step 1, construction ground top beam 110 and brick wall 120；
Wildcard reinforcing bar 131 is arranged in 130 position of loam wall to be onstructed in step 2；
Step 3, the formwork that the rammed earth wall construction 100 as implemented two is built based on brick wall 120 and/or ground top beam 110
200；
Soil body material is filled in progress compaction in layers rammed earth layer formation loam wall in formwork 200 by predetermined thickness by step 4
130；
It constructs in step 5, the rammed earth layer after compacting pit, and/or the upper surface of the rammed earth layer after compacting is drawn
Hair processing；
Step 6, loam wall 130 top construct capping beam 140；
Step 7 removes formwork 200；
Step 8, the external coating protective film in loam wall 130.
The implementation method for the loam wall 130 that the present embodiment three provides not only has above-mentioned rammed earth wall construction 100 and formwork
200 technical effect also has the effect of increasing the cohesive force between rammed earth layer and rammed earth layer, to make the rammer of loam wall 130
Actual effect fruit is more preferable.The external coating protective film of loam wall 130 after construction, can further increase the corrosion resistant of loam wall 130
Corrosion energy.
The present embodiment three provides the construction method of rammed earth wall construction 100, and after removing formwork 200, repairing is removed to drawing spiral shell
The hole that bolt 240 leaves in loam wall 130.
In order to further increase the stability, intensity and corrosion resistance of loam wall 130, the present embodiment three provides loam wall knot
The construction method of structure 100 adds the ingredient of following material and its proportion in soil body material.The title material of addition is matched when
Its purposes such as the following table 1.
Table 1
Wherein, cement preferably uses portland cement, has the advantages that lightweight.The present embodiment three is in traditional loam wall
Soil body material in add reinforcing bar, soil-solidified-agent, portland cement, fiber filament, lime come improve rammed earth wall construction intensity,
Corrosion resistance and service life.Wherein the reinforcing bar in table 1 is the wildcard reinforcing bar 131 of above-described embodiment one.
In the present embodiment three, the adaptation step of soil body material and ingredient is as follows:
Soil body material and ingredient are mixed to form solidified earth, construct loam wall when, filling solidification moves up in formwork.
Soil body material chooses the clay of different colours, there is not allowed that bulk stone and sillar, are then pulverized and sieved, no
There must be blocking earth material to occur.Measure about four times by reality side and take native (solidified earth), can divide and get ready several times, dry in the air to natural moisture content with
Under.
Prepare 6%/50kg of curing agent, 425 cement of silicate presses 20%/50kg, fiber filament 20kg/m3, lime 7%/
The ratio of 50kg.
Booth cloth is carried out, cement, fiber filament, lime is controlled by soil amount when spreading out cloth and mixes with amount, guarantee thickness and width,
Surface should not no blank position, also without the position of cement, fiber filament, lime undue concentration, plane makes every effort to smooth.Expected at booth
Oversize grain and other sundries should be picked up and be removed, then mixed and stirred with mixer by Cheng Zhong, form composite soil.
The amount for answering moisturizing is calculated according to natural moisture content, and the dosage of curing agent is calculated according to the amount of soil, it then will solidification
It is stirred evenly in agent incorporation water, forms curing agent solution.Curing agent solution is uniformly sprayed on composite soil, then row mixes and stirs, until
It is even, it stacks stand-by.Expect between materials for complete no more than 4 hours.
Stock (i.e. the mixture of soil body material and ingredient) is filled in template, mono- layer of about 10cm, it is first quickly whole to ram
It hits one time, then rams both sides at a slow speed, pay special attention to the compacting of corner portion.
The compacting sequence of first layer is, outside in, is rammed at rectangular-ambulatory-plane first surrounding rear center from outside to inside.When ramming
It keeps continuous between tamping point, do not leak rammer, reach 95% compactness.Use wedge angle hammer on rammed earth surface after the completion of first layer building
Pit slot is got, to guarantee the bonding between upper layer and lower layer rammed earth.There is special messenger to clear up the surface dust on template side after being rammed neat,
Surface dust after cleaning can be placed on centre, health of sprinkling water.First the surface layer plucking that last time is rammed soil (should be used in the past banketing next time
Rake building is once), it then sprinkles water, water be not spread across in template by when watering.Then it bankets for the second time, carries out second layer rammer
The construction of real layer.The sequence of " first intermediate and then both sides " should be followed in compacting construction more than the second layer, that is, from the centre of soil
Start, terminates from the edge of template.
Note:
Compacting cannot be segmented compacting for successively compacting.
It centainly first loosens the soil when connecing batch in joint part, or together when joint part stays some loosened soil etc. to banket next time
Compacting.
Corner not connect stubble centainly.
Demoulding: demoulding two days later repairs screw hole with specific purpose tool.
Protective film: a low two sides loam wall privacy protection film is brushed in or so demoulding the latter week.
The present invention is not limited to above-mentioned specific embodiment, all made various changes within the spirit and scope of the present invention
And retouching, it is within the scope of the present invention.
Claims (10)
1. a kind of rammed earth wall construction, which is characterized in that described including ground top beam, brick wall, loam wall and the capping beam set gradually
Wildcard reinforcing bar is provided in loam wall.
2. rammed earth wall construction as described in claim 1, which is characterized in that the brick wall is made of building wall brick, the building
Wall brick is clay brick, shale brick, colliery wastes brick, flyash brick, Dinas brickes or concrete brick.
3. rammed earth wall construction as described in claim 1, which is characterized in that the capping beam is enclosed with steel plate.
4. a kind of formwork of rammed earth wall construction as described in claim 1, which is characterized in that the wall including the setting of two pieces of relative spacings
Template, the outside spacers of the wall form are provided with wall form and erect stupefied, erect stupefied outside spacers in the wall form and be provided with wall
Hoop, the wall form across two pieces of relative spacings are provided with split bolt.
5. formwork as claimed in claim 4, which is characterized in that the wall form is steel plate, solid wood board or sandwich plate.
6. formwork as claimed in claim 4, which is characterized in that the wall form erects stupefied for flitch.
7. formwork as claimed in claim 4, which is characterized in that the table is steel pipe.
8. a kind of construction method of rammed earth wall construction as described in claim 1, which is characterized in that
Construction ground top beam, brick wall；
In rammed earth wall displacement to be onstructed, wildcard reinforcing bar is set；
The formwork of the rammed earth wall construction as described in any one of claim 4 to 7 is built based on brick wall and/or ground top beam；
Soil body material is filled in formwork by predetermined thickness and carries out compaction in layers rammed earth layer formation loam wall；
It constructs on rammed earth layer after compacting pit, and/or hair pulling treatment is carried out to the upper surface of the rammed earth layer after compacting；
In rammed earth coping construction capping beam；
Remove formwork；
In the external coating protective film of loam wall.
9. the construction method of rammed earth wall construction as claimed in claim 8, which is characterized in that after removing formwork, repairing dismounting pair
The hole for drawing bolt to leave in loam wall.
10. the construction method of rammed earth wall construction as claimed in claim 8, which is characterized in that in the soil body material add with
The ingredient of lower material and its proportion:
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109987894A (en) * | 2019-05-06 | 2019-07-09 | 土上（北京）建筑设计咨询有限公司 | Cob earth material and the method for evaluating cob earth material |
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| CN202689252U (en) * | 2012-07-05 | 2013-01-23 | 西安建筑科技大学 | Reinforced rammed earth wall applicable to rural house |
| CN105294016A (en) * | 2015-11-03 | 2016-02-03 | 青海省建筑建材科学研究院 | Novel rammed earth wall and forming method thereof |
| CN206916688U (en) * | 2017-04-25 | 2018-01-23 | 上海市水利工程设计研究院有限公司 | A kind of new rammed earth retaining wall |
| CN108264286A (en) * | 2018-03-21 | 2018-07-10 | 北京清水爱派建筑设计股份有限公司 | A kind of preparation method of loam wall |
| CN209179242U (en) * | 2018-09-28 | 2019-07-30 | 上海建工二建集团有限公司 | Rammed earth wall construction and its formwork |
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| CN109987894A (en) * | 2019-05-06 | 2019-07-09 | 土上（北京）建筑设计咨询有限公司 | Cob earth material and the method for evaluating cob earth material |
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