CN108447382B - Form free combined type ramming mould and combination method thereof - Google Patents
Form free combined type ramming mould and combination method thereof Download PDFInfo
- Publication number
- CN108447382B CN108447382B CN201810459691.XA CN201810459691A CN108447382B CN 108447382 B CN108447382 B CN 108447382B CN 201810459691 A CN201810459691 A CN 201810459691A CN 108447382 B CN108447382 B CN 108447382B
- Authority
- CN
- China
- Prior art keywords
- templates
- short
- long
- template
- wall clamp
- 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.)
- Active
Links
- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000006243 chemical reaction Methods 0.000 claims description 39
- 239000002689 soil Substances 0.000 claims description 8
- 230000000877 morphologic effect Effects 0.000 claims description 6
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 5
- 229910052782 aluminium Inorganic materials 0.000 claims description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 10
- 230000000694 effects Effects 0.000 description 7
- 229910000746 Structural steel Inorganic materials 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 238000013461 design Methods 0.000 description 5
- 229910052742 iron Inorganic materials 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Classifications
-
- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B25/00—Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes
- G09B25/04—Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes of buildings
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Engineering & Computer Science (AREA)
- Business, Economics & Management (AREA)
- Physics & Mathematics (AREA)
- Educational Administration (AREA)
- Educational Technology (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to a form free combined type ramming mould and a combination method thereof, wherein the form free combined type ramming mould comprises a plurality of long templates and a plurality of short templates, the height of the long templates is consistent with that of the short templates, the length of the long templates is longer than that of the short templates, two ends of the long templates and the short templates in the length direction are connected end to form a mould space, and the horizontal section of the mould space is closed in a horizontal plane; the long templates which are connected in the same plane are connected with each other or the long templates are connected with the short templates or the short templates are connected with the short templates by adopting linear connecting pieces, and the long templates which are connected in the non-same plane are connected with the long templates or the long templates are connected with the short templates or the short templates are connected with the short templates by adopting angle connecting pieces; the wall clamps are arranged outside the mould to resist the pressure applied to the side parts of the mould, and comprise wall clamp vertical members and wall clamp horizontal members, wherein the wall clamp horizontal members are connected with the wall clamp vertical members. The invention not only can freely combine forms, but also can resist the pressure applied to the side part of the die in the tamping process, and has the advantages of economic cost, practicality and convenience.
Description
Technical Field
The invention relates to a free-form combined ramming mould and a combination method thereof, relates to a ramming wall template which can be combined randomly and has three working forms, and belongs to the field of teaching practice.
Background
The rammed earth building has the characteristics of environmental protection, convenient material taking, economy, practicability, simple construction technique and the like, is not only the modern practice of the traditional rammed earth process, but also an important means for maintaining and repairing the appearance of the traditional rammed earth building, and has innovative significance in the teaching practice of universities and the road exploration of diversified classroom modes.
In the construction of a conventional rammed earth house, a rammed earth wall is mainly composed of two kinds of materials as follows. First kind: the traditional wooden rammed earth wall template mainly comprises wooden construction, and normally only one end is provided with a baffle, and the construction size is large, so that the whole mould is heavy, the components are provided with curves, certain difficulty is caused in processing, and the wooden rammed earth wall template is not suitable for students to self-control the mould in teaching practice. Second kind: the steel template is characterized in that steel plates are spliced and fixed by bolts, the integrity of the template is improved, the durability is better than that of the traditional wooden template, the assembly is more convenient, the manufacturing cost is higher, and the size of a component is heavy.
Therefore, in order to meet the requirements of popularization and use in universities, and comprehensively consider the conditions of economy, convenience, practicability and the like, it is necessary to develop a novel rammed earth template.
Disclosure of Invention
The invention aims at improving the problems in the prior art, namely the technical problem to be solved by the invention is to provide the morphological free combination type soil compacting die and the combination method thereof.
In order to solve the technical problems, the technical scheme of the invention is as follows: the morphological free combined type ramming mould comprises a plurality of long templates and a plurality of short templates, wherein the height of the long templates is consistent with that of the short templates, the length of the long templates is longer than that of the short templates, two ends of the long templates and the short templates in the length direction are connected end to form a mould space, and the horizontal section of the mould space is closed in a horizontal plane; the long templates which are connected in the same plane are connected with each other or the long templates are connected with the short templates or the short templates are connected with the short templates by adopting linear connecting pieces, and the long templates which are connected in the non-same plane are connected with the long templates or the long templates are connected with the short templates or the short templates are connected with the short templates by adopting angle connecting pieces; the wall clamps are arranged outside the mould to resist the pressure applied to the side parts of the mould, and comprise wall clamp vertical members and wall clamp horizontal members, wherein the wall clamp horizontal members are connected with the wall clamp vertical members.
Further, the two ends of the long template and the short template are respectively provided with a screw rod; both ends of the linear connecting piece and the angle connecting piece are provided with through grooves, and the screw rod passes through the through grooves and is fastened and connected through nuts.
Further, the wall clamp comprises two wall clamp vertical members and two wall clamp horizontal members, the wall clamp vertical members are arranged in parallel, the wall clamp horizontal members are screw rods, nuts are arranged on the upper wall clamp horizontal members and between the two wall clamp vertical members, and nuts are arranged on the lower wall clamp horizontal members and outside the two wall clamp vertical members.
Further, the wall clip vertical member is a square aluminum tube.
Further, the mold forms are combined into a T shape, an L shape or a straight shape.
Further, from the transverse part one end of the T-shaped die, a long template, a short template arranged in the conversion setting direction of 90 degrees, a long template arranged in the conversion setting direction of 90 degrees in the direction of one end of the transverse part in an extending manner, a long template arranged in the conversion setting direction of 90 degrees in the direction of one end of the transverse part in a far away manner, a short template arranged in the conversion setting direction of 90 degrees in the direction of one end of the transverse part in an extending manner, a long template arranged in the conversion setting direction of 90 degrees in the direction of one end of the transverse part in a near manner, and a short template arranged in the conversion setting direction of 90 degrees in the direction of one end of the transverse part in an extending manner, so that end-to-end connection is realized.
Further, from the one end of the outside L type of L type mould set gradually short template, long template, conversion setting direction 90 degrees set up long template, short template, conversion setting direction 90 degrees to the direction extension of the one end of outside L type set up short template, conversion setting direction 90 degrees to be close to the direction extension of the one end of outside L type set up long template, conversion setting direction 90 degrees set up short template and realize the end to end.
Further, from one end of the straight-line mould, a short template, a long template, a short template arranged in a 90-degree conversion setting direction and a short template arranged in a 90-degree conversion setting direction are sequentially arranged, and the short template, the long template and the short template arranged in the 90-degree conversion setting direction are arranged in an extending mode in the direction of one end of the straight-line mould, so that end-to-end connection is realized.
The combination method of the morphological free combination type ramming earth mould comprises the following steps of determining the number and the setting positions of the long templates and the short templates according to the shape of a wall body to be rammed; connecting the ends of the adjacent long templates or short templates in the length direction, and arranging linear connecting pieces or angle connecting pieces at the connecting parts to form a stable structure to enclose a die space; and the wall clamps are placed at proper positions, so that the outside of the mould is reinforced, and the lateral pressure caused by soil during tamping is resisted.
Further, the vertical wall clamp members are placed first, the horizontal wall clamp members are inserted to connect the vertical wall clamp members, nuts of the horizontal wall clamp members at the lower part are rotated from outside to inside to firmly connect the vertical wall clamp members to clamp the side parts of the mold, and nuts of the horizontal wall clamp members at the upper part are rotated from inside to outside to prop up the upper ends of the vertical wall clamp members.
Compared with the prior art, the invention has the following beneficial effects: the invention not only can freely combine the forms, but also can resist the pressure born by the side part of the mould in the tamping process, and has the advantages of economic cost, practicality and convenience; the combination of the wall clamps, the linear connecting piece and the angle connecting piece and the screw rod welded in advance by the template can achieve the effects of free combination and splicing, thereby not only meeting the practical requirements of different scenes, but also avoiding the defect that the opposite-pulling screw rod type screw rod must pass through the template, and meanwhile, compared with the traditional design, the assembly and disassembly are more convenient, and the flexibility is higher; the end heads of the three forms of dies are provided with the baffle plates, the first section of wall is complete, the construction difficulty is low, and the completion effect is ideal; based on the design that the baffle is arranged at the end, a single-section wall body can be completely rammed and used as a teaching practice work or a landscape small product, and the characteristics of practicability and short period of campus teaching are more met; based on the characteristic that the mold can be freely combined and spliced, students can fully exert their creativity in teaching practice to combine and deform, so that combined walls in different forms are molded, and the teaching method is more instructive; the practical design size of course for universities is more convenient to use, and convenient to transport and disassemble, so that the practical design size meets the use requirements of flexibility, changeability, strong adaptability, convenient assembly, self-weight decomposability and the like.
Drawings
FIG. 1 is a schematic diagram showing the assembly effect of a T-shaped mold according to an embodiment of the present invention;
FIG. 2 is a schematic diagram showing the assembly effect of an L-shaped mold according to an embodiment of the present invention;
FIG. 3 is a schematic diagram showing an assembly effect of a linear mold according to an embodiment of the present invention;
FIG. 4 is a schematic view of a long baffle plate according to an embodiment of the present invention;
FIG. 5 is a schematic view of a short baffle structure according to an embodiment of the present invention;
FIG. 6 is a schematic diagram illustrating an assembly effect of a wall clip according to an embodiment of the present invention;
fig. 7 shows a three angle iron connecting member according to an embodiment of the present invention, in which (a) is a female angle connector, (b) is an male angle connector, and (c) is a straight connector.
In the figure: the wall clamp comprises a long template, a short template, a 3-wall clamp vertical member I, a 4-wall clamp vertical member II, a 5-wall clamp horizontal member, a 6-outer corner connector, a 7-inner concave corner connector, an 8-linear connector and a 9-nut.
Detailed Description
The invention will be described in further detail with reference to the drawings and the detailed description.
The morphological free combined type ramming mould comprises a plurality of long templates and a plurality of short templates, wherein the height of the long templates is consistent with that of the short templates, the length of the long templates is longer than that of the short templates, two ends of the long templates and the short templates in the length direction are connected end to form a mould space, and the horizontal section of the mould space is closed in a horizontal plane; the long templates which are connected in the same plane are connected with each other or the long templates are connected with the short templates or the short templates are connected with the short templates by adopting linear connecting pieces, and the long templates which are connected in the non-same plane are connected with the long templates or the long templates are connected with the short templates or the short templates are connected with the short templates by adopting angle connecting pieces; the wall clamps are arranged outside the mould to resist the pressure applied to the side parts of the mould, and comprise wall clamp vertical members and wall clamp horizontal members, wherein the wall clamp horizontal members are connected with the wall clamp vertical members.
Further, the two ends of the long template and the short template are respectively provided with a screw rod; both ends of the linear connecting piece and the angle connecting piece are provided with through grooves, and the screw rod passes through the through grooves and is fastened and connected through nuts.
Further, the wall clamp comprises two wall clamp vertical members and two wall clamp horizontal members, the wall clamp vertical members are arranged in parallel, the wall clamp horizontal members are screw rods, nuts are arranged on the upper wall clamp horizontal members and between the two wall clamp vertical members, and nuts are arranged on the lower wall clamp horizontal members and outside the two wall clamp vertical members.
Further, the wall clip vertical member is a square aluminum tube.
Further, the mold forms are combined into a T shape, an L shape or a straight shape.
Further, from the transverse part one end of the T-shaped die, a long template, a short template arranged in the conversion setting direction of 90 degrees, a long template arranged in the conversion setting direction of 90 degrees in the direction of one end of the transverse part in an extending manner, a long template arranged in the conversion setting direction of 90 degrees in the direction of one end of the transverse part in a far away manner, a short template arranged in the conversion setting direction of 90 degrees in the direction of one end of the transverse part in an extending manner, a long template arranged in the conversion setting direction of 90 degrees in the direction of one end of the transverse part in a near manner, and a short template arranged in the conversion setting direction of 90 degrees in the direction of one end of the transverse part in an extending manner, so that end-to-end connection is realized.
Further, from the one end of the outside L type of L type mould set gradually short template, long template, conversion setting direction 90 degrees set up long template, short template, conversion setting direction 90 degrees to the direction extension of the one end of outside L type set up short template, conversion setting direction 90 degrees to be close to the direction extension of the one end of outside L type set up long template, conversion setting direction 90 degrees set up short template and realize the end to end.
Further, from one end of the straight-line mould, a short template, a long template, a short template arranged in a 90-degree conversion setting direction and a short template arranged in a 90-degree conversion setting direction are sequentially arranged, and the short template, the long template and the short template arranged in the 90-degree conversion setting direction are arranged in an extending mode in the direction of one end of the straight-line mould, so that end-to-end connection is realized.
The long template and the short template are aluminum plates, the vertical wall clamp member is a square aluminum pipe, and the horizontal wall clamp member is a screw rod.
The combination method of the morphological free combination type ramming earth mould comprises the following steps of determining the number and the setting positions of the long templates and the short templates according to the shape of a wall body to be rammed; connecting the ends of the adjacent long templates or short templates in the length direction, and arranging linear connecting pieces or angle connecting pieces at the connecting parts to form a stable structure to enclose a die space; and the wall clamps are placed at proper positions, so that the outside of the mould is reinforced, and the lateral pressure caused by soil during tamping is resisted.
Further, the vertical wall clamp members are placed first, the horizontal wall clamp members are inserted to connect the vertical wall clamp members, nuts of the horizontal wall clamp members at the lower part are rotated from outside to inside to firmly connect the vertical wall clamp members to clamp the side parts of the mold, and nuts of the horizontal wall clamp members at the upper part are rotated from inside to outside to prop up the upper ends of the vertical wall clamp members.
As shown in the figure, the effect of free combination and splicing can be achieved by combining the wall clamp and the linear connecting piece and then matching with the screw rod welded in advance by the template, so that the practical requirements of different scenes are met, the defect that the opposite-pulling screw type screw rod must penetrate through the template is avoided, and meanwhile, compared with the traditional design, the assembly and disassembly are more convenient, and the flexibility is higher.
Three models are formed through combination and splicing of long and short plates so as to cope with three working situations of rammed earth walls in actual operation:
single-section wall tamping: the length of the die is freely controlled through the horizontal connection of the staggered joints of the long and short plates (the length is limited by the size of the die unit), the joint positions of the long and short plates in the same plane are connected through a linear connecting piece, preferably a linear iron block, the linear iron block penetrates through a screw rod welded on the baffle plate in advance, and the linear iron block is fixed outside through a nut; the end position of the die passes through a screw rod welded on the baffle in advance through an outer flange type connecting piece, preferably an L-shaped angle iron, and then is fixed by a nut to form a stable whole; placing the wall clamps at the proper positions, firstly placing the first and second vertical rod members of the wall clamps, inserting the horizontal member of the wall clamps, screwing the nuts, rotating the nuts of the horizontal member of the lower wall clamps from outside to inside to firmly connect the vertical member of the wall clamps to clamp the side parts of the mold, rotating the nuts of the screw rods at the upper part from inside to outside to prop up the upper ends of the vertical rod members, and providing pressure to resist the side plates against the outside of the mold by lateral pressure during the tamping process.
L-shaped wall ramming: the L-shaped mold is formed by combining and connecting long and short templates, the splicing in the same direction is connected by a linear iron block, the connection at the corner is formed by passing through a screw rod welded in advance on a baffle plate through an L-shaped angle iron, and then the stable whole is formed by a mode of fixing a nut; placing the wall clamps at the proper positions, firstly placing the first and second vertical rod members of the wall clamps, inserting the horizontal member of the wall clamps, screwing the nuts, rotating the nuts of the horizontal member of the lower wall clamps from outside to inside to firmly connect the vertical member of the wall clamps to clamp the side parts of the mold, rotating the nuts of the screw rods at the upper part from inside to outside to prop up the upper ends of the vertical rod members, and providing pressure to resist the side plates against the outside of the mold by lateral pressure during the tamping process.
Ramming a T-shaped wall: the T-shaped mold is formed by combining and connecting long and short templates, the splicing in the same direction is connected by a straight iron block, the connection at the corner is formed by penetrating a screw welded in advance on a baffle plate through an outer corner connecting piece or an inner corner connecting piece, preferably an L-shaped angle iron, and then forming a stable whole by a mode of fixing the screw with a nut; placing the wall clamps at the proper positions, firstly placing the first and second vertical rod members of the wall clamps, inserting the horizontal member of the wall clamps, screwing the nuts, rotating the nuts of the horizontal member of the lower wall clamps from outside to inside to firmly connect the vertical member of the wall clamps to clamp the side parts of the mold, rotating the nuts of the screw rods at the upper part from inside to outside to prop up the upper ends of the vertical rod members, and providing pressure to resist the side plates against the outside of the mold by lateral pressure during the tamping process.
The long templates and the short templates are spliced end to form an outer maintenance structure of the soil compacting die, and the wall clamps on the outer side of the die to play a role in strengthening so as to resist lateral pressure caused by soil during compacting; the lateral pressure at the end short plate is resisted by the L-shaped angle iron at the corner penetrating through the screw rod welded on the baffle plate in advance and being fixed by the nut. The invention is mainly used for teaching practice, and provides a novel practice operation teaching aid for students in school to inherit the traditional soil compacting process. Has the characteristics of simple operation, simple combination, firmness, durability and the like. Has certain significance for popularizing the traditional soil compacting technology in campuses and improving the teaching level.
The foregoing description is only of the preferred embodiments of the invention, and all changes and modifications that come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Claims (5)
1. A form free combination type ramming mould is characterized in that: the mold comprises a plurality of long templates and a plurality of short templates, wherein the height of the long templates is consistent with that of the short templates, the length of the long templates is longer than that of the short templates, the two ends of the long templates and the two ends of the short templates in the length direction are connected end to form a mold space, and the horizontal section of the mold space is closed in a horizontal plane; the long templates which are connected in the same plane are connected with each other or the long templates are connected with the short templates or the short templates are connected with the short templates by adopting linear connecting pieces, and the long templates which are connected in the non-same plane are connected with the long templates or the long templates are connected with the short templates or the short templates are connected with the short templates by adopting angle connecting pieces; the wall clamp is arranged outside the mould to resist the pressure applied to the side part of the mould, and comprises a wall clamp vertical member and a wall clamp horizontal member, wherein the wall clamp horizontal member is connected with the wall clamp vertical member;
the two ends of the long template and the short template are respectively provided with a screw rod; the two ends of the linear connecting piece and the angle connecting piece are respectively provided with a through groove, and the screw rod passes through the through grooves and is fastened and connected through nuts;
the wall clamp comprises two wall clamp vertical members and two wall clamp horizontal members, wherein the wall clamp vertical members are arranged in parallel, the wall clamp horizontal members are screw rods, nuts are arranged on the upper wall clamp horizontal members and between the two wall clamp vertical members, and nuts are arranged on the lower wall clamp horizontal members and outside the two wall clamp vertical members;
the mold form combination is T-shaped, L-shaped or straight-line-shaped;
the method for combining the morphological free combination type ramming earth mould comprises the following steps: determining the number and the set positions of the long templates and the short templates according to the shape of the wall body to be rammed; connecting the ends of the adjacent long templates or short templates in the length direction, and arranging linear connecting pieces or angle connecting pieces at the connecting parts to form a stable structure to enclose a die space; the wall clamps are placed at proper positions, and the outside of the mould is reinforced to resist lateral pressure caused by soil during tamping;
firstly, placing a wall clamp vertical member, inserting a wall clamp horizontal member to connect the wall clamp vertical member, rotating a nut of a lower wall clamp horizontal member from outside to inside to firmly connect the wall clamp vertical member to clamp the side part of the die, and rotating a nut of an upper wall clamp horizontal member from inside to outside to prop up the upper end of the wall clamp vertical rod.
2. The form free-combination ramming mold of claim 1, wherein: the vertical member of the wall clip is a square aluminum tube.
3. The form free-combination ramming mold of claim 1, wherein: the long template, the short template and the short template are sequentially arranged at 90 degrees in the conversion setting direction, the long template is arranged at 90 degrees in the conversion setting direction in the direction of one end of the transverse part in an extending mode, the long template is arranged at 90 degrees in the conversion setting direction in the direction away from one end of the transverse part in an extending mode, the short template is arranged at 90 degrees in the conversion setting direction in the direction of one end of the transverse part in an extending mode, the long template is arranged at 90 degrees in the conversion setting direction in the direction of one end of the transverse part in a direction close to one end of the transverse part in an extending mode, and the short template is arranged at 90 degrees in the conversion setting direction in an extending mode, so that end-to-end connection is realized.
4. The form free-combination ramming mold of claim 1, wherein: the short templates, the long templates and the short templates are sequentially arranged from one end of the L shape outside the L-shaped die in the conversion setting direction of 90 degrees, the short templates are arranged in the conversion setting direction of 90 degrees in an extending mode in the direction of one end of the L shape outside, the long templates are arranged in the conversion setting direction of 90 degrees in the extending mode in the direction of one end of the L shape outside, and the short templates are arranged in the conversion setting direction of 90 degrees in an extending mode in an end-to-end mode.
5. The form free-combination ramming mold of claim 1, wherein: the method comprises the steps of sequentially setting a short template, a long template, setting the short template in the conversion setting direction of 90 degrees, and setting the short template in the conversion setting direction of 90 degrees from one end of a straight-line-shaped die to extend in the direction of one end of the straight-line-shaped die, wherein the short template, the long template and the short template are set in the conversion setting direction of 90 degrees, so that end-to-end connection is realized.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810459691.XA CN108447382B (en) | 2018-05-15 | 2018-05-15 | Form free combined type ramming mould and combination method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810459691.XA CN108447382B (en) | 2018-05-15 | 2018-05-15 | Form free combined type ramming mould and combination method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108447382A CN108447382A (en) | 2018-08-24 |
| CN108447382B true CN108447382B (en) | 2024-02-20 |
Family
ID=63203668
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810459691.XA Active CN108447382B (en) | 2018-05-15 | 2018-05-15 | Form free combined type ramming mould and combination method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108447382B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057318B (en) * | 2018-09-25 | 2020-09-04 | 韶关学院 | Prefabricated building formwork system and wall module |
| CN116901228A (en) * | 2023-08-30 | 2023-10-20 | 宁波市建设集团股份有限公司 | An elevator shaft mold |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000008391A (en) * | 1998-06-24 | 2000-01-11 | House Tec:Kk | Form device for placing concrete |
| WO2002068776A2 (en) * | 2001-02-26 | 2002-09-06 | John Reid Investments | Concrete form system |
| JP2004316317A (en) * | 2003-04-18 | 2004-11-11 | Junichi Fujimaki | Built-up construction wall |
| CN101115892A (en) * | 2005-02-07 | 2008-01-30 | 瑟奇·迈勒 | concrete wall formwork module |
| CN102839748A (en) * | 2011-06-24 | 2012-12-26 | 潘祖康 | Freely combined living room with wall connecting column |
| CN105804294A (en) * | 2016-05-10 | 2016-07-27 | 天津城建大学 | Rammed earth-based composite wall, formwork device used in its construction and construction method |
| CN205604714U (en) * | 2015-09-30 | 2016-09-28 | 西安建筑科技大学 | Modular template system is built to rammer |
| CN206545383U (en) * | 2017-02-23 | 2017-10-10 | 厦门大学嘉庚学院 | Wall ramming mould |
| CN206883867U (en) * | 2017-05-18 | 2018-01-16 | 陕西杨凌旭荣农业科技有限公司 | A kind of heliogreenhouse hydraulic pressure soil block forming machine |
| CN207063246U (en) * | 2017-06-16 | 2018-03-02 | 中国建筑第七工程局有限公司 | A kind of dash guide wall form board fixture |
| CN208819515U (en) * | 2018-05-15 | 2019-05-03 | 厦门大学嘉庚学院 | Form free combination rammed earth mould |
-
2018
- 2018-05-15 CN CN201810459691.XA patent/CN108447382B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000008391A (en) * | 1998-06-24 | 2000-01-11 | House Tec:Kk | Form device for placing concrete |
| WO2002068776A2 (en) * | 2001-02-26 | 2002-09-06 | John Reid Investments | Concrete form system |
| JP2004316317A (en) * | 2003-04-18 | 2004-11-11 | Junichi Fujimaki | Built-up construction wall |
| CN101115892A (en) * | 2005-02-07 | 2008-01-30 | 瑟奇·迈勒 | concrete wall formwork module |
| CN102839748A (en) * | 2011-06-24 | 2012-12-26 | 潘祖康 | Freely combined living room with wall connecting column |
| CN205604714U (en) * | 2015-09-30 | 2016-09-28 | 西安建筑科技大学 | Modular template system is built to rammer |
| CN105804294A (en) * | 2016-05-10 | 2016-07-27 | 天津城建大学 | Rammed earth-based composite wall, formwork device used in its construction and construction method |
| CN206545383U (en) * | 2017-02-23 | 2017-10-10 | 厦门大学嘉庚学院 | Wall ramming mould |
| CN206883867U (en) * | 2017-05-18 | 2018-01-16 | 陕西杨凌旭荣农业科技有限公司 | A kind of heliogreenhouse hydraulic pressure soil block forming machine |
| CN207063246U (en) * | 2017-06-16 | 2018-03-02 | 中国建筑第七工程局有限公司 | A kind of dash guide wall form board fixture |
| CN208819515U (en) * | 2018-05-15 | 2019-05-03 | 厦门大学嘉庚学院 | Form free combination rammed earth mould |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108447382A (en) | 2018-08-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110359601A (en) | A kind of one-time formed energy saving form walls of one-piece casting and construction method | |
| CN109518556B (en) | Prefabricated road plate connected by elbow bolts, manufacturing method thereof and connecting process | |
| CN206110319U (en) | Modular unit of modularization steel construction building structure system | |
| CN105926936A (en) | Fabricated section-adjustable formwork system for square stiff pillars and construction method of fabricated section-adjustable formwork system | |
| CN108447382B (en) | Form free combined type ramming mould and combination method thereof | |
| CN108412199B (en) | Shear wall template supporting device | |
| CN202937003U (en) | Aluminium alloy easy-dismounting formwork for buildings | |
| CN102061806B (en) | Building template | |
| CN205677237U (en) | Square stiffened column assembled variable area template system | |
| CN206873641U (en) | The cantilevered corner beam Column border node and assembled connector of a kind of quadrate steel pipe column and H profile steel | |
| CN205577400U (en) | Tool type template | |
| CN204877034U (en) | Concatenation door frame structure of fixing a position suitable for reading | |
| CN221609524U (en) | Aluminum formwork and wooden formwork connection structure | |
| CN219794662U (en) | Template assembly capable of being flexibly assembled for bare concrete construction | |
| CN208819515U (en) | Form free combination rammed earth mould | |
| CN206220510U (en) | Aluminum alloy pattern plate connection fastening node | |
| CN218488679U (en) | Prefabricated large-size cushion cap template convenient to quick construction | |
| CN211572563U (en) | A Two-way Constrained Rammed Earth Wall Formwork | |
| CN206174453U (en) | Novel instrument formula bathroom falls board and hangs mould device | |
| CN204782687U (en) | Plug -type gate system in construction building site | |
| CN214144742U (en) | Integral aluminium mould supporting device | |
| CN209509172U (en) | A kind of assembly concrete column and connecting node | |
| CN109811912B (en) | Steel wire net rack insulation board | |
| CN207513153U (en) | The beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure | |
| CN212241514U (en) | Assembled concrete prefabricated component thermal-insulation shed |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |