CN205314538U - Building templates suitable for successive layer rams builds loam wall model test - Google Patents
Building templates suitable for successive layer rams builds loam wall model test Download PDFInfo
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- CN205314538U CN205314538U CN201620080042.5U CN201620080042U CN205314538U CN 205314538 U CN205314538 U CN 205314538U CN 201620080042 U CN201620080042 U CN 201620080042U CN 205314538 U CN205314538 U CN 205314538U
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Abstract
The utility model provides a building templates suitable for successive layer rams builds loam wall model test, including the bearing carrier, fixed component and wall form triplex, the bearing carrier is " worker " style of calligraphy, set up the reservation hole on it, the fixed component includes the horizontal pole, the pole setting, split bolt and thin pole, wall form includes side board and end plate, the end plate is placed perpendicularly and is inclined in the side inboard, form a confined cavity space, the layering installation, the successive layer rams builds the wall body, bearing carrier and wall form pass through the fixed component connection and fasten into a whole, the horizontal pole, all be provided with the through -hole on pole setting and the side board, be provided with the round hole on top layer and the bottom plate of side board. The utility model discloses it is fixed that building templates mainly accomplishes each partial connection through split bolt, it is all linked with one another nimble changeable again, the loaded down with trivial details procedure of other templates adoption scaffold formworks has been abandoned, only can realize the formwork intention with simple fixed component, and is simple and quick, the rammer is built fashioned wall body surface and is comparatively leveled smoothly, the hole of not being under construction, the quality is built to the rammer of guaranteeing the wall body on can the at utmost, the present invention has conspicuous advantages, satisfy loam wall body model test's under the condition of laboratory functional requirement completely, also comparatively accord with with the operating condition simultaneously, laboratory loam wall building templates's for the model test best choice.
Description
Technical field
This utility model relates to belonging to loam wall building field, particularly relates to a kind of building template being applicable to successively building loam wall model test.
Background technology
Rammed earth local-style dwelling houses, because of its characteristic such as economy and convenience, is widely popularized in vast rural area, but its anti-seismic performance also exists huge potential safety hazard. In recent years, along with the attention of country, Ge great subject study group starts the anti-seismic performance of rammed earth body of wall is furtherd investigate, in particular for the model investigation of rammed earth body of wall.
Loam wall model investigation is the model according to certain ratio reduced scale building of the actual size for existing cob thing body of wall, it is possible to reaction rammed earth body of wall performance under actual condition to a certain extent. And in laboratory conditions, lack a kind of simple in construction always, be easy to fast assembling-disassembling while can guarantee that again wall body vertical degree quality, suitable in the building template of multilamellar successively building, the novel a kind of building template being applicable to successively building loam wall model test being aiming at drawbacks described above and provide of this experiment.
Summary of the invention
The purpose of this utility model is in that to overcome the shortage of prior art, it is provided that a kind of building template that can be used for successively building loam wall body Model test, and for reaching above-mentioned purpose, the technical solution used in the present invention is:
A kind of building template being applicable to successively building loam wall model test, including bearing carrier (1), fixing component (2) and wall form (3), it is characterized in that: described bearing carrier (1) is " work " font, it arranges reserving hole (4), described fixing component (2) includes cross bar (5), vertical rod (6), split bolt (7) and thin bar (8), described wall form (3) includes side panel (9) and end plates (10), described bearing carrier (1) and wall form (3) are tightened to an entirety by fixing component (2) connection.
Preferably, under the wall of described bearing carrier (1), width is equal to the summation of wall width and both sides panel (9) thickness.
Preferably, described cross bar (5), described vertical rod (6) and described side panel (9) are provided with through hole (11).
Preferably, the quantity of described cross bar (5) is 2, and length is long less than wall, is placed in parallel in the both sides of bearing carrier (1), connects fastening with split bolt (7).
Preferably, the quantity of described vertical rod (6) is 4, and height is high more than wall, is vertically positioned between cross bar (5) and bearing carrier (1), connects with split bolt (7) and is tightened to an entirety.
Preferably, described thin bar (8) is vertically positioned between end plates (10) and split bolt (7), is fastened by split bolt (7) and side panel (9).
Preferably, the top layer of described side panel (9) and bottom plate are provided with circular hole (12), at circular hole (12) place embedded bar during building body of wall, to realize the target of test acquisition body of wall shear displacemant.
Preferably, the length of described end plates (10) is identical with width of wall body, is vertically positioned over side panel (9) inner side, forms a cavity space closed, and layering is installed, successively building body of wall.
The operation principle of this utility model loam wall building template is as follows: palpus formwork before model test building loam wall, and this template is applicable to layering formwork successively building. Before test, first prefabricated " work " font bearing carrier, to make the basic bottom girder of loam wall, wall is gone to the bottom the beam width summation equal to wall width and both sides panel width. Secondly, it is being evenly arranged two vertical rods along the every side of wall length direction, being perpendicular to vertical rod and arrange one cross bar, be close to outside vertical rod, bearing carrier both sides cross bar is connected fastening by reserving hole with bearing carrier split bolt, and vertical rod is by cross bar and bearing carrier fastening, body of wall side panel is fastened by vertical rod, and pole tip split bolt fastens, it is ensured that the vertical rod perpendicularity in building process, and then controlling the side perpendicularity of wall form, it is prevented that template rises mould, sliding. Wall form end plates length is identical with width of wall body, it is vertically disposed in inside side panel, is connected by through hole split bolt in two ends on side panel and be tightened to an entirety, form the cavity space of the building rammed earth body of wall that is available for banketing, layering is installed, successively building. When ground floor wall form is installed, thin bar is mounted on split bolt medial extremity panels outside, to prevent end plates in building process from misplacing, sliding, thus ensureing its perpendicularity. The wall form forming cavity is finally placed in inside vertical rod, adds wall form layer by layer with this, and building body of wall, until required wall height.
The beneficial effects of the utility model have:
(1) this utility model is a kind of building template being applicable to successively building loam wall model test, abandon other template and adopt the complicated procedures of scaffold formwork, only can realize formwork with simple fixing component to be intended to, simple and fast, with low cost, it is possible to while ensureing wall body vertical degree, flexibly, quick installing/dismounting template, the formwork workman of specialty, only common laborer need not be looked for, saved human cost.
(2) split bolt used by this utility model is all fastened on outside body of wall, the surface of wall of building molding comparatively flat smooth, it does not have adopt the body of wall hole that other template construction stays, it is possible to ensure the building quality of body of wall to the full extent.
(3) during this utility model formwork, stereovision is relatively strong, all linked with one another, ensure that the building quality of body of wall to the full extent, it is prevented that the unfavorable phenomenons such as body of wall generation bulge, staggered floor, inclination, accelerates construction speed simultaneously.
(4) this utility model by arranging circular hole on wall form side panel, it is possible to achieve measures the shear displacemant after body of wall stress in laboratory conditions.
(5) this utility model can realize integrated with wall body construction, disposable building molding, layering formwork, successively building, until loam wall desired height, ensure the globality of body of wall as much as possible, strengthen the connection ramming layer place weak floor, be greatly accelerated construction speed, it is possible to widely popularize in laboratory conditions for loam wall model test.
Accompanying drawing illustrates:
Fig. 1 is this utility model loam wall building template schematic perspective view;
Fig. 2 is this utility model loam wall building template bearing carrier design sketch;
Fig. 3 is this utility model loam wall building template top view;
Fig. 4 is the cavity space design sketch of the closing that this utility model loam wall building template wall form is formed;
Fig. 5 is the structural representation of the side panel of this utility model loam wall building template, vertical rod and cross bar: (a) is side panel; (b) vertical rod; (c) cross bar.
In figure, 1, bearing carrier, 2, fixing component, 3, wall form, 4, reserving hole, 5, cross bar, 6, vertical rod, 7, split bolt, 8, thin bar, 9, side panel, 10, end plates, 11, through hole, 12, circular hole.
Detailed description of the invention
In order to make this utility model be solved the technical problem that, technical scheme and beneficial effect annotate clearly, below in conjunction with accompanying drawing and embodiment, this utility model is further described. Noting, embodiment described herein is used only for explaining this utility model, is not used to limit this utility model.
As shown in accompanying drawing 1-5, a kind of building template being applicable to successively building loam wall model test, including bearing carrier (1), fixing component (2) and wall form (3). it is characterized in that: described bearing carrier (1) is " work " font, it arranges reserving hole (4), it is easy to the installing/dismounting of fixing component (2) and wall form (3), described fixing component (2) includes cross bar (5), vertical rod (6), split bolt (7) and thin bar (8), described wall form (3) includes side panel (9) and end plates (10), end plates (10) are placed in side panel (9) inner side, form a cavity space closed, layering is installed, successively building body of wall, described bearing carrier (1) and wall form (3) are tightened to an entirety by fixing component (2) connection. described cross bar (5), described vertical rod (6) and described side panel (9) are provided with through hole (11), run through fixed building template for split bolt (7), the top layer of described side panel (9) and bottom plate are provided with circular hole (12). before rammed earth body of wall, first prefabricated bearing carrier (1) is as loam wall basis bottom girder, mounted thereon fixing component (2) and wall form (3). bearing carrier (1) and cross bar (5) connect fastening by reserving hole (4) split bolt (7), front in fastening cross bar (5), vertical rod (6) is close to bearing carrier (1) outside and is vertically positioned over cross bar (5) inner side uniformly, the split bolt (7) at (4) place, the reserved cavity of fastening again, connect fixed transverse rod (5) and vertical rod (6), then again with one end, top of the fixing vertical rod (6) of split bolt (7), ensure that the upper and lower spacing dimension of vertical rod is consistent, control the perpendicularity of side panel (9), and then control body of wall side perpendicularity. then wall form (3) is installed in layering, connects fastening with split bolt (7), forms the cavity space closed, and successively building body of wall, till required body of wall height.While ground floor wall form (3) is installed, thin bar (8) is fixed on end plates (10) outside split bolt (7) inner side, to ensure the perpendicularity of end plates (10), and then control body of wall end vertical degree. If need measure Wall model shear displacemant, then need to when building body of wall, at circular hole (12) place embedded bar, to meet test requirements document.
This utility model is a kind of building template being applicable to successively building loam wall model test, all linked with one another, flexible and changeable again, abandon other template and adopt the complicated procedures of scaffold formwork, only can realize formwork with simple fixing component to be intended to, simple and fast, the surface of wall of building molding comparatively flat smooth, do not adopt the construction hole that other template is stayed, it is possible to ensure the building quality of body of wall to the full extent. Through practice, can be used to building rammed earth body of wall in laboratory conditions, to simulate the various reactions of actual cob body of wall stress, there is obvious advantage, be the optimum selection of laboratory loam wall model test building template.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all any amendment, equal replacement and improvement etc. made within spirit of the present utility model and principle, all should drop within protection domain of the present utility model.
Claims (8)
1. the building template being applicable to successively building loam wall model test, including bearing carrier (1), fixing component (2) and wall form (3), it is characterized in that: described bearing carrier (1) is " work " font, it arranges reserving hole (4), described fixing component (2) includes cross bar (5), vertical rod (6), split bolt (7) and thin bar (8), described wall form (3) includes side panel (9) and end plates (10), described bearing carrier (1) and wall form (3) are tightened to an entirety by fixing component (2) connection.
2. a kind of building template being applicable to successively building loam wall model test according to claim 1, it is characterised in that: under the wall of described bearing carrier (1), width is equal to the summation of wall width and both sides panel (9) thickness.
3. a kind of building template being applicable to successively building loam wall model test according to claim 1, it is characterised in that: described cross bar (5), described vertical rod (6) and described side panel (9) are provided with through hole (11).
4. a kind of building template being applicable to successively building loam wall model test according to claim 1, it is characterized in that: the quantity of described cross bar (5) is 2, length is long less than wall, it is placed in parallel in the both sides of bearing carrier (1), connects fastening with split bolt (7).
5. a kind of building template being applicable to successively building loam wall model test according to claim 1, it is characterized in that: the quantity of described vertical rod (6) is 4, height is high more than wall, vertically it is positioned between cross bar (5) and bearing carrier (1), connects with split bolt (7) and be tightened to an entirety.
6. a kind of building template being applicable to successively building loam wall model test according to claim 1, it is characterized in that: described thin bar (8) is vertically positioned between end plates (10) and split bolt (7), fastened by split bolt (7) and side panel (9).
7. a kind of building template being applicable to successively building loam wall model test according to claim 1, it is characterised in that: the top layer of described side panel (9) and bottom plate are provided with circular hole (12).
8. a kind of building template being applicable to successively building loam wall model test according to claim 1, it is characterized in that: the length of described end plates (10) is identical with width of wall body, vertically it is positioned over side panel (9) inner side, form a cavity space closed, layering is installed, successively building body of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620080042.5U CN205314538U (en) | 2016-01-27 | 2016-01-27 | Building templates suitable for successive layer rams builds loam wall model test |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620080042.5U CN205314538U (en) | 2016-01-27 | 2016-01-27 | Building templates suitable for successive layer rams builds loam wall model test |
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| CN205314538U true CN205314538U (en) | 2016-06-15 |
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| CN201620080042.5U Expired - Fee Related CN205314538U (en) | 2016-01-27 | 2016-01-27 | Building templates suitable for successive layer rams builds loam wall model test |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106018102A (en) * | 2016-07-29 | 2016-10-12 | 兰州大学 | Rammed earth historic site group anchorage pullout test system |
| CN106481065A (en) * | 2016-12-16 | 2017-03-08 | 席成松 | Concrete cast-in-situ wall, dike assembling die and its concrete mold |
| 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 |
| CN106760074A (en) * | 2017-03-07 | 2017-05-31 | 北京城建亚泰建设集团有限公司 | The building method of high intensity loam wall |
| CN108571163A (en) * | 2017-03-09 | 2018-09-25 | 天津城建大学 | A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system |
| CN109356378A (en) * | 2018-11-19 | 2019-02-19 | 上海市政工程设计研究总院（集团）有限公司 | A kind of loam wall version builds steel form and rammed earth wall construction method |
| CN110067380A (en) * | 2019-05-31 | 2019-07-30 | 厦门大学嘉庚学院 | A kind of wall ramming mould and its construction method using jack sliding rising mould |
| CN110284623A (en) * | 2019-06-03 | 2019-09-27 | 上海港城建筑安装工程有限公司 | A kind of rammed earth insulated wall and its construction technology |
| 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 |
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2016
- 2016-01-27 CN CN201620080042.5U patent/CN205314538U/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106018102A (en) * | 2016-07-29 | 2016-10-12 | 兰州大学 | Rammed earth historic site group anchorage pullout test system |
| CN106018102B (en) * | 2016-07-29 | 2019-11-15 | 兰州大学 | Building earthen ruins group's anchor pull-out test system |
| 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 |
| CN106639005B (en) * | 2016-11-16 | 2018-10-30 | 西北农林科技大学 | A kind of loam wall forming method and device based on phase transformation solidified earth |
| CN106481065B (en) * | 2016-12-16 | 2018-12-18 | 席成松 | Concrete cast-in-situ wall, dike composable mold and its concrete mold |
| CN106481065A (en) * | 2016-12-16 | 2017-03-08 | 席成松 | Concrete cast-in-situ wall, dike assembling die and its concrete mold |
| CN106760074A (en) * | 2017-03-07 | 2017-05-31 | 北京城建亚泰建设集团有限公司 | The building method of high intensity loam wall |
| CN108571163A (en) * | 2017-03-09 | 2018-09-25 | 天津城建大学 | A kind of raw-soil loam wall U-shaped resistance column and sliding slot template system |
| CN109356378A (en) * | 2018-11-19 | 2019-02-19 | 上海市政工程设计研究总院（集团）有限公司 | A kind of loam wall version builds steel form and rammed earth wall construction method |
| CN110067380A (en) * | 2019-05-31 | 2019-07-30 | 厦门大学嘉庚学院 | A kind of wall ramming mould and its construction method using jack sliding rising mould |
| CN110067380B (en) * | 2019-05-31 | 2023-11-21 | 厦门大学嘉庚学院 | Rammed earth wall mold utilizing jack sliding lifting mold and construction method thereof |
| CN110284623A (en) * | 2019-06-03 | 2019-09-27 | 上海港城建筑安装工程有限公司 | A kind of rammed earth insulated wall and its construction technology |
| CN110284623B (en) * | 2019-06-03 | 2020-10-23 | 上海港城建筑安装工程有限公司 | Rammed earth thermal insulation wall and construction process 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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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160615 Termination date: 20190127 |
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| CF01 | Termination of patent right due to non-payment of annual fee |