CN109356378A - A kind of loam wall version builds steel form and rammed earth wall construction method - Google Patents
A kind of loam wall version builds steel form and rammed earth wall construction method Download PDFInfo
- Publication number
- CN109356378A CN109356378A CN201811376992.2A CN201811376992A CN109356378A CN 109356378 A CN109356378 A CN 109356378A CN 201811376992 A CN201811376992 A CN 201811376992A CN 109356378 A CN109356378 A CN 109356378A
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- Prior art keywords
- steel
- steel plate
- limit
- wall
- loam
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- 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 108
- 239000010959 steel Substances 0.000 title claims abstract description 108
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 230000035515 penetration Effects 0.000 claims abstract description 22
- 238000000034 method Methods 0.000 claims abstract description 10
- 239000002689 soil Substances 0.000 claims description 28
- 230000006872 improvement Effects 0.000 claims description 10
- 230000008859 change Effects 0.000 claims description 2
- 230000003447 ipsilateral effect Effects 0.000 claims description 2
- 239000004744 fabric Substances 0.000 claims 1
- 239000002699 waste material Substances 0.000 abstract description 5
- 238000010923 batch production Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 239000012615 aggregate Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000019771 cognition Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 239000010985 leather Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000003466 welding Methods 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
- 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
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a kind of loam wall version building moulds, it is characterized in that the loam wall version building mould includes along wall length direction two rows of steel forms disposed in parallel, and the limit for width steel plate of two lateral edge wall thickness direction of steel form setting is set, interval between two rows of steel forms is matched with rammed earth wall thickness, the number mark that limit for width steel plate is equipped with several bolt penetration holes and matches with the bolt penetration hole, the both ends of each steel form pass through bolt bolt penetration hole connection corresponding with its two sides limit for width steel plate respectively, loam wall has been enclosed between the steel form and limit for width steel plate to banket slot.Template of the invention is factory's batch production, facilitates installation, reduces the working procedure of construction site, and component durability can repeatedly use well, avoids current plank sheathing form bring construction inconvenience and the waste of Site Template, and the complicated procedures of forming set up.
Description
Technical field
The present invention relates to a kind of loam wall (such as earth building) versions to build steel form, mainly logical by two panels steel plate with groove
The fixed wall thickness of bolt fastening is crossed, on-site assembly component realizes that the template of raw-soil wall is set up；Template is factory's batch production, side
Just it installs, reduces the working procedure of construction site, component durability can repeatedly use well, avoid current plank sheathing form
Bring construction inconvenience and the waste of Site Template, and the complicated procedures of forming set up.
Background technique
Armored concrete has become modern architecture mainstream, but sustainability trend in recent years returns earth building
Our visual field.Earth building as green building technique as architect and owner reach environmental protection cognition, also meet by earth building
Carry out new development opportunity.
It is that material builds building for main structure with the undisturbed soil for not roasting and only making simply to process that earth building, which refers to mainly,
It builds.Earth building can gather materials on the spot, and be easy to construct, cheap, cool in summer and warm in winter, save the energy, it again assimilated into nature, favorably
In environmental protection and the ecological balance.It is widely used in small-sized Gongjian, people place and Landscape Architecture.
It modernizes novel loam wall to mix with soil, sand, aggregate proportion, can also be added in mixing soil materials watt
Piece, brick, cobble, slabstone, fibre object beat to be formed on surface to increase effect, or with leather hard of the tool after the completion of building
Specific textural effect.It is this more superior by its performance after raw-soil improvement using construction waste integrated molding.
Summary of the invention
The purpose of the present invention is above-mentioned status there are aiming at the problem that, design a kind of loam wall version and build steel form, Neng Gouman
Sufficient building industrialization demand.
The purpose of the present invention is what is be achieved through the following technical solutions: a kind of loam wall version builds steel form, it is characterised in that
The loam wall version building mould includes and being arranged in two lateral edge of steel form along wall length direction two rows of steel forms disposed in parallel
The limit for width steel plate of wall thickness direction setting, the interval between two rows of steel forms match with rammed earth wall thickness, set on limit for width steel plate
The number mark for having several bolt penetration holes and matching with the bolt penetration hole, the both ends of each steel form pass through spiral shell respectively
Bolt bolt penetration hole connection corresponding with its two sides limit for width steel plate, has been enclosed loam wall between the steel form and limit for width steel plate
Banket slot.
Further, the loam wall bankets the raw-soil or improvement are filled in slot after the raw-soil tamp.
Further, the steel form is in U-shape, and bottom surface is arranged along wall length direction, and both ends are to ipsilateral protrusion, and convex
The bolt hole being arranged along wall length direction is set at rising, and the protrusion of two rows of steel forms disposed in parallel is towards outside.
Further, the steel form, limit for width steel plate are successively stacked along wall short transverse, and are made by steel form, limit for width
The loam wall that steel plate encloses banket slot up and down be connected.
Further, the steel form uses 10 cm thick steel plate of 1500x1500cm, and welds at steel plate both ends
1500X150X25cm steel bar, and bolt penetration hole is opened up on steel bar.
Further, the limit for width steel plate selects 1500x700cm10cm thick steel plate, and short side is reserved by the interval of 50cm
Two rows of bolt penetration holes, the bolt penetration hole are arranged symmetrically, and corresponding number mark is arranged by bolt penetration hole.
By the steel form being laterally arranged and longitudinally disposed limit for width steel plate by bolt anchor connection, it is enclosed loam wall
Banket slot, loam wall bankets the raw-soil or improvement are filled in slot after the raw-soil, carry out rectangular channel filling.Then it is successively tamped, mould
Plate is successively increased, and demoulding is finally unified.
Another object of the present invention is to provide a kind of rammed earth wall construction methods, build steel form using loam wall version and are applied
Work can satisfy building industrialization demand.
The purpose of the present invention is what is be achieved through the following technical solutions: a kind of rammed earth wall construction method, it is characterised in that institute
State construction method the following steps are included:
A, several pieces of steel forms are laterally assembled, form two rows of steel forms disposed in parallel；
B, determine wall thickness using limit for width steel plate as needed, two rows of steel forms be fixed on to the two sides of limit for width steel plate, steel form and
Limit for width steel plate by bolt anchor connection, it is vertical on set perforation fastening bolt at a certain distance；
C, several loam walls are enclosed by steel form, limit for width steel plate to banket slot, bankets in loam wall and fills the raw-soil in slot or change
The good rear raw-soil is simultaneously tamped；
D, template is successively increased, and the raw-soil and is tamped after successively filling the raw-soil or improvement；
E, finally unify demoulding.
Template of the invention is factory's batch production, facilitates installation, reduces the working procedure of construction site, component is durable
Property can repeatedly use well, avoid that the construction of current plank sheathing form bring is inconvenient and the waste of Site Template, and take
If complicated procedures of forming.The beneficial effects of the present invention are: the 1, present invention can meet building industrialization demand, realizes prefabrication, criticizes
Amount production, on-site assembly.According to the prefabricated processing of design size, high production efficiency, energy conservation, construction quality be secure, precast construction
The advantages that component can recycle and building waste is few.2, the present invention uses steel form and bolt fastening, disassembly side
Just.Steel form itself is easy to repeated multiple times use, and consume is small, and construction spoilage is small.Avoid the common plank sheathing in current market
The drawbacks of.4, the present invention realizes template the building of version of loam wall, and the intensity of steel form is much larger than plank sheathing, can carry bigger
Stress is tamped, provides better support for Modern New loam wall.
Detailed description of the invention
Fig. 1 is overlooking structure figure of the invention.
Fig. 2 is steel template structure detail drawing of the invention.
Fig. 3 is the detail drawing of limit for width steel plate of the invention.
Appended drawing reference in figure: 1 steel form, 2 limit for width steel plates, 3 M20 bolts, 4 raw-soil or the improvement raw-soil, 5 bolts are reserved
Hole 1,6 bolt box 2, the digital of 7 bolt box identify.
Specific embodiment
Below in conjunction with attached drawing, the present invention is described in further detail: the present embodiment is under the premise of with the technology of the present invention
Implemented, gives detailed embodiment, but protection scope of the present invention is not limited to following embodiments.
Technical solution of the present invention is mainly by steel form 1, limit for width steel plate 2, M20 bolt 3, the raw-soil or the improvement raw-soil 4, spiral shell
Bolt perforation 5, bolt penetration hole 6,7 composition of number mark.
As shown in Figure 1, a kind of loam wall such as earth building version building mould described in the present embodiment, by steel form 1, band number
The limit for width steel plate 2 and M20 bolt 3 of mark form.
By the way that steel form 1 is laterally assembled, further according to needing to determine wall thickness, steel form 1 and limit using 2 size of limit for width steel plate
Wide steel plate 2 by 3 anchor connection of M20 bolt, it is vertical it is upper set perforation every 500cm and fasten one piece of bolt, by steel form, limit for width steel
Plate encloses several loam walls and bankets slot, then the raw-soil after loam wall bankets and fills the raw-soil or improvement in slot, then to its by
Layer compacting, template are successively increased, and demoulding is finally unified.The steel form 1 can make a living when civil engineering walling body is tamped and provide carrying,
Appropriate gauge steel form is selected according to design requirement specification and loading characteristic.
As shown in Fig. 2, the steel form 1 selects 1500x1500cm10 thick steel plate both ends to weld 1500X150X25cm steel
Item customizes this specification u-shaped channel steel by producer.Since structure stress requires difference, the punching block board size can be according to practical work
Journey needs to carry out specification adjustment.
As shown in figure 3, the limit for width steel plate 2 selects 1500x700cm10 thick steel plate, short side reserves bolt by 50cm
Perforation 6, is arranged symmetrically, bolt penetration hole 6 is matched with bolt specification, diameter 24mm.Mark bolt is labeled with below bolt hole
The number mark 7 of pitch of holes.Since structure stress requires difference, the limit for width plate size can be according to the punching block of Practical Project
Board size needs to carry out specification adjustment.
The raw-soil or the improvement raw-soil 4 is selected be suitble to proportion according to the design needs, is rammed by structural bearing checking computations
It is real.Meet the intensity of design requirement.
The bolt penetration hole 5, bolt penetration hole 6 and M20 bolt 3 match selections, are recommended as Circularhole diameter 24mm, but reality
In the engineering of border, square hole and polygonal hole equal-specification is can be selected in specification without being limited thereto.
The 7 usable electric engravers of digital mark of the bolt box are printed by producer is unified, and in symmetrically, size is accurate,
Number is located at clear easy to identify on the outside of bolt penetration hole when installation.
The steel form 1, limit for width steel plate 2, M20 bolt 3 must pass through preservative treatment before dispatching from the factory, building site oneself welding is spelled
Dress also needs to apply anticorrosive paint, avoids being used for multiple times light plate because corrosion stress destroys.
The template and bolt equal-specification can be adjusted according to actual requirement of engineering, can be to tamp in formwork.Work
Sequence is simple to operation.Applied earth building wall is also not limited to raw-soil filling wall, is also applied to similar loam wall.
The above, the above is only the preferable specific embodiment of the present invention, these specific embodiments are based on whole
Different implementations under design, and protection scope of the present invention is not limited to that.It is only used for illustrating function of the invention
Can and purposes, and not for limitation of the invention, those skilled in the art within the essential scope of the present invention,
It makes a variety of changes or substitutes, also should belong to protection category of the invention.
Claims (7)
1. a kind of loam wall version building mould, it is characterised in that the loam wall version building mould includes being arranged in parallel along wall length direction
Two rows of steel forms, and the limit for width steel plate of two lateral edge wall thickness direction of steel form setting is set, between two rows of steel forms
Interval is matched with rammed earth wall thickness, and limit for width steel plate is matched equipped with several bolt penetration holes and with the bolt penetration hole
Number mark, the both ends of each steel form pass through bolt bolt penetration hole connection corresponding with its two sides limit for width steel plate respectively, described
Loam wall has been enclosed between steel form and limit for width steel plate to banket slot.
2. loam wall version building mould as described in claim 1, which is characterized in that the loam wall banket fill in slot the raw-soil or
The raw-soil is tamped after improvement.
3. loam wall version building mould as described in claim 1, which is characterized in that the steel form is in U-shape, and bottom surface is long along wall
Direction setting is spent, the bolt hole being arranged along wall length direction is arranged in high spot to ipsilateral protrusion for both ends, and two rows are arranged in parallel
Steel form protrusion towards outside.
4. loam wall version building mould as claimed in claim 3, which is characterized in that the steel form uses 1500x1500cm 10
Cm thick steel plate, and 1500X150X25cm steel bar is welded at steel plate both ends, and bolt penetration hole is opened up on steel bar.
5. loam wall version building mould as described in claim 1, which is characterized in that the limit for width steel plate is selected
1500x700cm10cm thick steel plate, for short side by the reserved two rows of bolt penetration holes in interval of 50cm, the bolt penetration hole is in symmetrical cloth
It sets, and corresponding number mark is set by bolt penetration hole.
6. loam wall version building mould as described in claim 1, which is characterized in that the steel form, limit for width steel plate are along wall height
Direction is successively stacked, and make the loam wall enclosed by steel form, limit for width steel plate banket slot up and down be connected.
7. a kind of rammed earth wall construction method, builds steel form using loam wall version and construct, building industrialization demand can satisfy:
The purpose of the present invention is what is be achieved through the following technical solutions: a kind of rammed earth wall construction method, it is characterised in that described to apply
Work method the following steps are included:
A, several pieces of steel forms are laterally assembled, form two rows of steel forms disposed in parallel；
B, determine wall thickness using limit for width steel plate as needed, two rows of steel forms be fixed on to the two sides of limit for width steel plate, steel form and
Limit for width steel plate by bolt anchor connection, it is vertical on set perforation fastening bolt at a certain distance；
C, several loam walls are enclosed by steel form, limit for width steel plate to banket slot, bankets in loam wall and fills the raw-soil in slot or change
The good rear raw-soil is simultaneously tamped；
D, template is successively increased, and the raw-soil and is tamped after successively filling the raw-soil or improvement；
E, finally unify demoulding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811376992.2A CN109356378A (en) | 2018-11-19 | 2018-11-19 | A kind of loam wall version builds steel form and rammed earth wall construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811376992.2A CN109356378A (en) | 2018-11-19 | 2018-11-19 | A kind of loam wall version builds steel form and rammed earth wall construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109356378A true CN109356378A (en) | 2019-02-19 |
Family
ID=65332173
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811376992.2A Pending CN109356378A (en) | 2018-11-19 | 2018-11-19 | A kind of loam wall version builds steel form and rammed earth wall construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109356378A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111550038A (en) * | 2020-06-05 | 2020-08-18 | 福州大学 | FRP (fiber reinforced plastic) and metal plate combined rammed earth wall formwork and using method thereof |
| CN112627505A (en) * | 2020-12-16 | 2021-04-09 | 黑龙江八一农垦大学 | Rammed earth wall formwork erecting and ramming integrated construction device |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2096598U (en) * | 1990-12-06 | 1992-02-19 | 宁夏回族自治区城乡建设厅村镇建设处 | Integral wall ramming mould |
| CN101517178A (en) * | 2006-08-18 | 2009-08-26 | Sire墙体有限公司 | Template and method for constructing concrete wall |
| CN204024041U (en) * | 2014-08-11 | 2014-12-17 | 泰昌建设有限公司 | The double-deck shear wall formwork erecting structure of deformation joint |
| CN105239774A (en) * | 2015-09-30 | 2016-01-13 | 西安建筑科技大学 | Combined type ramming form board system |
| CN205314538U (en) * | 2016-01-27 | 2016-06-15 | 天津城建大学 | Building templates suitable for successive layer rams builds loam wall model test |
| CN106013773A (en) * | 2016-06-29 | 2016-10-12 | 浙江省建工集团有限责任公司 | Assembled interior and exterior wall composite template mud leakage prevention device and construction method |
| CN106639005A (en) * | 2016-11-16 | 2017-05-10 | 西北农林科技大学 | Rammed-earth wall forming method and device based on phase change solidified soil |
| CN107401217A (en) * | 2017-09-22 | 2017-11-28 | 中国石油大学(华东) | A kind of beamless hollow floor chamber concrete-filled steel tube shear wall combined structure system and method |
| CN209637207U (en) * | 2018-11-19 | 2019-11-15 | 上海市政工程设计研究总院（集团）有限公司 | Loam wall version builds steel form |
-
2018
- 2018-11-19 CN CN201811376992.2A patent/CN109356378A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2096598U (en) * | 1990-12-06 | 1992-02-19 | 宁夏回族自治区城乡建设厅村镇建设处 | Integral wall ramming mould |
| CN101517178A (en) * | 2006-08-18 | 2009-08-26 | Sire墙体有限公司 | Template and method for constructing concrete wall |
| CN204024041U (en) * | 2014-08-11 | 2014-12-17 | 泰昌建设有限公司 | The double-deck shear wall formwork erecting structure of deformation joint |
| CN105239774A (en) * | 2015-09-30 | 2016-01-13 | 西安建筑科技大学 | Combined type ramming form board system |
| CN205314538U (en) * | 2016-01-27 | 2016-06-15 | 天津城建大学 | Building templates suitable for successive layer rams builds loam wall model test |
| CN106013773A (en) * | 2016-06-29 | 2016-10-12 | 浙江省建工集团有限责任公司 | Assembled interior and exterior wall composite template mud leakage prevention device and construction method |
| CN106639005A (en) * | 2016-11-16 | 2017-05-10 | 西北农林科技大学 | Rammed-earth wall forming method and device based on phase change solidified soil |
| CN107401217A (en) * | 2017-09-22 | 2017-11-28 | 中国石油大学(华东) | A kind of beamless hollow floor chamber concrete-filled steel tube shear wall combined structure system and method |
| CN209637207U (en) * | 2018-11-19 | 2019-11-15 | 上海市政工程设计研究总院（集团）有限公司 | Loam wall version builds steel form |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111550038A (en) * | 2020-06-05 | 2020-08-18 | 福州大学 | FRP (fiber reinforced plastic) and metal plate combined rammed earth wall formwork and using method thereof |
| CN112627505A (en) * | 2020-12-16 | 2021-04-09 | 黑龙江八一农垦大学 | Rammed earth wall formwork erecting and ramming integrated construction device |
| CN112627505B (en) * | 2020-12-16 | 2022-04-05 | 黑龙江八一农垦大学 | Rammed earth wall formwork erecting and ramming integrated construction device |
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