CN102277972B - Construction method of fence convenient for dismantling - Google Patents
Construction method of fence convenient for dismantling Download PDFInfo
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- CN102277972B CN102277972B CN 201110115124 CN201110115124A CN102277972B CN 102277972 B CN102277972 B CN 102277972B CN 201110115124 CN201110115124 CN 201110115124 CN 201110115124 A CN201110115124 A CN 201110115124A CN 102277972 B CN102277972 B CN 102277972B
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Abstract
The invention discloses a stacking method, and in particular discloses a construction method of a fence convenient for dismantling. The invention provides the construction method of the fence convenient for dismantling, and the fence can easily recycle and use the wall body materials and is convenient for stacking and dismantling; and the construction method comprises the following steps of: A, firstly, stacking a layer of barrier material (1) on a site, wherein the stacking height is equivalent to the height from the top end of the wing plate (21) to the web (22) of a fastener (2); B, secondly, arranging the web (22) of the fastener (2) on the top of the barrier material (1) and laterally pressing the wing plate (21) on the sidewall of the barrier material (1); C, further stacking a layer of barrier layer (1) on the web (22), wherein the stacking height is equivalent to the height from the top end of the wing plate (21) to the web (22) of the fastener (2); and D, continuing arranging the web (22) of the fastener (2) on the top of the barrier material (1) and laterally pressing the wing plate (21) on the sidewall of the barrier material (1); in addition, repeating the steps C and D until the wall body is stacked to the desired height.
Description
Technical field
The present invention relates to a kind of method of piling up, especially a kind of job practices of just detachable enclosure wall.
Background technology
The most of hoarding of project site, what take is brick mix structure more, namely by on the place behind smooth or the groove, with cement mortar glutinous the block together of brick is formed retaining wall.
This way has following deficiency:
1) need purchase to mix cement mortar processed.Face greatly the work items with regard to enclosure wall etc., this part engineering quantity is larger, needs water power and haulage vehicle, and occupies certain cost and labor service amount.
2) need the workman to adopt cement mortar that fragment of brick is in layer built by laying bricks or stones meticulously, every fragment of brick all needs to smear cement mortar and jointing.Make slowly, integrated degree and aesthetic measure need special control.
3) build by laying bricks or stones after, need more with cement sand plaster with attractive in appearance.Need certain labor service, building materials and duration.
4) enclosure wall time spent not, reclaim comparatively difficulty.Reclaim fragment of brick, need to push over enclosure wall, with iron and steel instrument processed piecemeal the beaing of cement mortar on the fragment of brick eliminated, need the labor service amount large, speed of application is slow, and cost and duration strengthen virtually.
Therefore, find out a kind of do not need cement mortar cementing, wipe one's face, and build that dismounting has better intensity rapidly by laying bricks or stones face greatly enclosure wall, to reducing cost, reduce the labor service amount, accelerating the duration, significant.
Summary of the invention
Technical problem to be solved by this invention provides a kind of job practices of using materials for wall, being convenient to build the just detachable enclosure wall of annotating and dismantling that is easy to reclaim.
The present invention solves the job practices of the just detachable enclosure wall that its technical problem adopts, and may further comprise the steps:
One deck barrier material is piled up in A, ground at first on the scene, and it is suitable to the height of web with the wing plate top of fastener to pile up height;
B, then the web of fastener is arranged on the top of barrier material, the wing plate side pressure is at the barrier material sidewall;
C, pile up one deck barrier material at web again, it is suitable to the height of web with the wing plate top of fastener to pile up height;
D, the top of continuing the web of fastener is arranged on barrier material, the wing plate side pressure is at the barrier material sidewall;
Repeat C, D step until body of wall is piled up to required height.
Further be, described fastener is T shape, and in the D step, the barrier material sidewall of wing plate institute side pressure is the relative one side of barrier material sidewall of wing plate institute of lower floor side pressure.
Further be, in the B step, the web of two fasteners be arranged on the top of barrier material in opposite directions, the wing plate of two fasteners respectively side pressure at two relative sidewalls of barrier material; In the D step, the web of two fasteners is arranged on the top of barrier material in opposite directions, the wing plate of two fasteners respectively side pressure at two relative sidewalls of barrier material.
Further be, described fastener is L shaped, and in the D step, the barrier material sidewall of wing plate institute side pressure is the relative one side of barrier material sidewall of wing plate institute of lower floor side pressure.
Further be, L shaped fastener is in the process of piling up, and wing plate arranges down.
Further be, described fastener is H shape, and in the C step, the piling height of barrier material is equivalent to the wing plate top end to the twice of web distance.
Further be, fastener adopts two kinds of fasteners of size, in the D step, adopts the another kind of fastener of the fastener that adopts with respect to lower floor, the wing plate side pressure of larger fastener at the wing plate of less fastener so that less fastener embed in the larger fastener.
The invention has the beneficial effects as follows: adopt this method to pile up just detachable enclosure wall, need not to use cement mortar, and fastener is barrier material firmly, be not fixedly connected with between barrier material and the fastener, therefore very convenient when piling up, also very convenient in when dismounting, and the barrier material after the dismounting and fastener to need not any subsequent treatment namely recyclable, so reduced cost, reduced the labor service amount, accelerated the duration.Fastener can adopt various shape, thereby forms the different modes of piling up, and satisfies different needs.
Description of drawings
Fig. 1 is schematic diagram of the present invention;
Fig. 2 is the schematic diagram of the embodiment of the invention one;
Fig. 3 is the schematic diagram of the embodiment of the invention two;
Fig. 4 is the schematic diagram of the embodiment of the invention three;
Fig. 5 is the schematic diagram of the embodiment of the invention four;
Fig. 6 is the schematic diagram of the embodiment of the invention five;
Fig. 7 is the schematic diagram of the embodiment of the invention six;
Component, position and numbering among the figure: barrier material 1, fastener 2, wing plate 21, web 22.
The specific embodiment
The invention will be further described below in conjunction with accompanying drawing.
As shown in Figure 1, the present invention includes following steps:
One deck barrier material 1 is piled up in A, ground at first on the scene, and it is suitable to the height of web 22 with wing plate 21 tops of fastener 2 to pile up height, and therefore, barrier material 1 just can be filled the space of full wing plate 21 and web 22 formation;
B, then the web 22 of fastener 2 is arranged on the top of barrier material 1, wing plate 21 side pressures are at barrier material 1 sidewall;
C, pile up one deck barrier material 1 at web 22 again;
D, the top of continuing the web 22 of fastener 2 is arranged on barrier material 1, wing plate 21 side pressures are at barrier material 1 sidewall;
Repeat C, D step until body of wall is piled up to required height.Above-mentioned steps can be regarded as and sets up successively barrier material 1 and fastener 2, the web 22 of fastener 2 is overlapping successively with barrier material 1, the sidewall of 21 side pressure barrier materials 1 of wing plate is to block barrier material 1, therefore wing plate 21 is complementary with web 22 angle that is and the angle that barrier material 1 end face and side are, and this is generally the right angle.Wing plate 21 tops are to the height of web 22, i.e. wing plate 21 length of stretching out as benchmark is unidirectional take web 22.Aspect stressed, when body of wall is subject to side direction moment, be that wing plate 21 is subject to side direction moment, because the gravity of barrier material 1 can act on the web 22, inclination a little can make gravity produce the moment opposite with side direction moment, thereby prevent that effectively body of wall from toppling over, so the just detachable enclosure wall that this method is made is to have enough safeties when Interim use, can increases the weight of to bear larger side direction moment by widening.When using this method, only need simple overlapping piling up, and it is cementing firm not need cement mortar, and therefore can solve man-hour; When dismounting is reclaimed, the present invention embodies larger convenience, barrier material 1 fastener 2 was not done any cementing or connection processing, therefore recovery that can be complete, namely namely recyclable after pulling down, and can not bring any additional rubbish to the scene, not only save man-hour and cost, also environmental protection low-carbon (LC) more.
Embodiment one
As shown in Figure 2, this example adopts the fastener 2 of T shape, and namely web 22 is connected to the point midway of the length of wing plate 21.This example adopts following steps to pile up just detachable enclosure wall
One deck barrier material 1 is piled up in A, ground at first on the scene, and it is suitable to the height of web 22 with wing plate 21 tops of fastener 2 to pile up height, and therefore, barrier material 1 just can be filled the space of full wing plate 21 and web 22 formation;
B, then the web 22 of fastener 2 is arranged on the top of barrier material 1, wing plate 21 side pressures are at barrier material 1 sidewall;
C, pile up one deck barrier material 1 at web 22 again, at the barrier material 1 that the number of plies is arranged for brick and so on, can pile up multilayer or individual layer;
D, the top of continuing the web 22 of fastener 2 is arranged on barrier material 1, wing plate 21 side pressures are at barrier material 1 sidewall, barrier material 1 sidewall of 21 side pressures of wing plate is the relative one side of barrier material 1 sidewall of 21 side pressures of lower floor's wing plate, thereby namely wing plate 21 is crisscross arranged successively from the bottom to top and forms two faces of enclosure wall in the both sides of just detachable enclosure wall.
Repeat C, D step until body of wall is piled up to required height.
Embodiment two
As shown in Figure 3, this example adopts the fastener 2 of T shape, and namely web 22 is connected to the point midway of the length of wing plate 21.This example adopts following steps to pile up just detachable enclosure wall
One deck barrier material 1 is piled up in A, ground at first on the scene, and it is suitable to the height of web 22 with wing plate 21 tops of fastener 2 to pile up height, and therefore, barrier material 1 just can be filled the space of full wing plate 21 and web 22 formation;
B, the web 22 of two fasteners 2 is arranged on the top of barrier material 1 in opposite directions, side pressures are at two sidewalls of barrier material 1 respectively for the wing plate 21 of two fasteners 2, and the extension elongation of the web 22 of fastener 2 is not more than half of barrier material 1 width;
C, pile up one deck barrier material 1 at web 22 again, at the barrier material 1 that the number of plies is arranged for brick and so on, can pile up multilayer or individual layer;
D, the top of continuing the web 22 of two fasteners 2 is arranged in opposite directions barrier material 1, the wing plate 21 difference side pressures of two fasteners 2 are at two sidewalls of barrier material 1.
Repeat C, D step until body of wall is piled up to required height.
Embodiment three
As shown in Figure 4, on the basis of embodiment two, fastener 2 adopts two kinds of fasteners 2 of size, in the D step, the another kind of fastener 2 of the fastener 2 that employing is adopted with respect to lower floor, wing plate 21 side pressures of larger fastener 2 at the wing plate 21 of less fastener 2 so that less fastener 2 embed in the larger fastener 2.In this example namely, when piling up fastener 2, use successively from down to up the fastener 2 of two kinds of specifications of size, and larger fastener 2 can embed less fastener 2 wherein, the body of wall that present embodiment like this is piled up has two-layer fastener 2, effect when rollover moment can be subject to larger fastener 2 and 2 two kinds of fasteners generations of less fastener moment, its structure is more firm thus.
Embodiment four
As shown in Figure 5, this example adopts H shape fastener 2, adopts following steps:
One deck barrier material 1 is piled up in A, ground at first on the scene, and it is suitable to the height of web 22 with wing plate 21 tops of fastener 2 to pile up height, and therefore, barrier material 1 just can be filled the space of full wing plate 21 and web 22 formation;
B, then the web 22 of fastener 2 is arranged on the top of barrier material 1, wing plate 21 side pressures are at barrier material 1 sidewall;
C, pile up one deck barrier material 1 at web 22 again, the height of barrier material 1 is equivalent to two wing plate 21 tops to the distance of web 22;
D, the top of continuing the web 22 of fastener 2 is arranged on barrier material 1, wing plate 21 side pressures are at barrier material 1 sidewall;
Repeat C, D step until body of wall is piled up to required height.
Embodiment five
As shown in Figure 6, this example adopts H shape fastener 2.Namely have two wing plates 21, be equivalent to be combined by two T shape fasteners 2, described H shape fastener 2 adopts two kinds of fasteners 2 of size, and this example adopts following steps:
One deck barrier material 1 is piled up in A, ground at first on the scene, and it is suitable to the height of web 22 with wing plate 21 tops of fastener 2 to pile up height, and therefore, barrier material 1 just can be filled the space of full wing plate 21 and web 22 formation;
B, then the web 22 of fastener 2 is arranged on the top of barrier material 1, wing plate 21 side pressures are at barrier material 1 sidewall;
C, pile up one deck barrier material 1 at web 22 again;
D, the top of continuing the web 22 of fastener 2 is arranged on barrier material 1, the another kind of fastener 2 of the fastener 2 that employing is adopted with respect to lower floor, wing plate 21 side pressures of larger fastener 2 at the wing plate 21 of less fastener 2 so that less fastener 2 embed in the larger fastener 2, namely when piling up fastener 2, use successively from the bottom to top the fastener 2 of two kinds of different sizes;
Repeat C, D step until body of wall is piled up to required height.Effect when similar embodiment three, rollover moment can be subject to larger fastener 2 and 2 two kinds of fasteners generations of less fastener moment, its structure is more firm thus.
Embodiment six
As shown in Figure 7, this example adopts L shaped fastener 2, and this example adopts following steps:
One deck barrier material 1 is piled up in A, ground at first on the scene, and it is suitable to the height of web 22 with wing plate 21 tops of fastener 2 to pile up height, and therefore, barrier material 1 just can be filled the space of full wing plate 21 and web 22 formation;
B, then the web 22 of fastener 2 is arranged on the top of barrier material 1, wing plate 21 side pressures are at barrier material 1 sidewall;
C, pile up one deck barrier material 1 at web 22 again;
D, the top of continuing the web 22 of fastener 2 is arranged on barrier material 1, wing plate 21 side pressures are at barrier material 1 sidewall, barrier material 1 sidewall of 21 side pressures of wing plate is the relative one side of barrier material 1 sidewall of 21 side pressures of lower floor's wing plate, thereby namely wing plate 21 is crisscross arranged successively from the bottom to top and forms two faces of enclosure wall in the both sides of just detachable enclosure wall;
Repeat C, D step until body of wall is piled up to required height.
Claims (7)
1. the just job practices of detachable enclosure wall is characterized in that: may further comprise the steps:
One deck barrier material (1) is piled up in A, ground at first on the scene, and it is suitable to the height of web (22) with wing plate (21) top of fastener (2) to pile up height;
B, then the web (22) of fastener (2) is arranged on the top of barrier material (1), wing plate (21) side pressure is at barrier material (1) sidewall;
C, pile up one deck barrier material (1) at web (22) again;
D, continue the web (22) of fastener (2) is arranged on the top of barrier material (1), wing plate (21) side pressure is at barrier material (1) sidewall;
Repeat C, D step until body of wall is piled up to required height.
2. the job practices of just detachable enclosure wall as claimed in claim 1, it is characterized in that: described fastener (2) is T shape, and in the D step, barrier material (1) sidewall of wing plate (21) institute side pressure is the relative one side of barrier material (1) sidewall of lower floor's wing plate (21) institute side pressure.
3. the job practices of just detachable enclosure wall as claimed in claim 1, it is characterized in that: in the B step, the web (22) of two fasteners (2) is arranged on the top of barrier material (1) in opposite directions, the wing plate (21) of two fasteners (2) respectively side pressure at two relative sidewalls of barrier material (1); In the D step, the web (22) of two fasteners (2) is arranged on the top of barrier material (1) in opposite directions, the wing plate (21) of two fasteners (2) respectively side pressure at two relative sidewalls of barrier material (1).
4. the job practices of just detachable enclosure wall as claimed in claim 1, it is characterized in that: described fastener (2) is for L shaped, and in the D step, barrier material (1) sidewall of wing plate (21) institute side pressure is the relative one side of barrier material (1) sidewall of lower floor's wing plate (21) institute side pressure.
5. the job practices of just detachable enclosure wall as claimed in claim 4, it is characterized in that: L shaped fastener (2) is in the process of piling up, and wing plate (21) arranges down.
6. the job practices of just detachable enclosure wall as claimed in claim 1 is characterized in that: described fastener (2) is H shape, and in the C step, the piling height of barrier material (1) is equivalent to wing plate (21) top end to the twice of web (22) distance.
7. such as the job practices of claim 1,3 or 6 described just detachable enclosure walls, it is characterized in that: described fastener (2) adopts size two kinds of fasteners (2), in the D step, the another kind of fastener (2) of the fastener that employing is adopted with respect to lower floor (2), wing plate (21) side pressure of larger fastener (2) at the wing plate (21) of less fastener (2) so that less fastener (2) embed in the larger fastener (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110115124 CN102277972B (en) | 2011-05-05 | 2011-05-05 | Construction method of fence convenient for dismantling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110115124 CN102277972B (en) | 2011-05-05 | 2011-05-05 | Construction method of fence convenient for dismantling |
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| Publication Number | Publication Date |
|---|---|
| CN102277972A CN102277972A (en) | 2011-12-14 |
| CN102277972B true CN102277972B (en) | 2013-05-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201110115124 Active CN102277972B (en) | 2011-05-05 | 2011-05-05 | Construction method of fence convenient for dismantling |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7165374B2 (en) * | 2004-02-13 | 2007-01-23 | Viken Ohanesian | Wall system and method |
| FR2907479A1 (en) * | 2006-10-20 | 2008-04-25 | Michel Clement Agencements Sar | Construction element for erecting e.g. building's wall, has unit fixing plaster boards on walls of formwork, where formwork has plates including retaining units co-operating with hooking units to rigidify walls during filling of formwork |
| CN201056764Y (en) * | 2007-06-22 | 2008-05-07 | 东莞市一信通信科技有限公司 | Simple movable compartment |
| FR2941986A1 (en) * | 2009-02-12 | 2010-08-13 | Laguarrigue Prefa | PREFABRICATED MONOBLOCK PANEL FOR WALL CONSTRUCTION |
| CN201786080U (en) * | 2010-09-17 | 2011-04-06 | 河北明迈特贸易有限公司 | Courtyard stone wall body molding mesh basket |
-
2011
- 2011-05-05 CN CN 201110115124 patent/CN102277972B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7165374B2 (en) * | 2004-02-13 | 2007-01-23 | Viken Ohanesian | Wall system and method |
| FR2907479A1 (en) * | 2006-10-20 | 2008-04-25 | Michel Clement Agencements Sar | Construction element for erecting e.g. building's wall, has unit fixing plaster boards on walls of formwork, where formwork has plates including retaining units co-operating with hooking units to rigidify walls during filling of formwork |
| CN201056764Y (en) * | 2007-06-22 | 2008-05-07 | 东莞市一信通信科技有限公司 | Simple movable compartment |
| FR2941986A1 (en) * | 2009-02-12 | 2010-08-13 | Laguarrigue Prefa | PREFABRICATED MONOBLOCK PANEL FOR WALL CONSTRUCTION |
| CN201786080U (en) * | 2010-09-17 | 2011-04-06 | 河北明迈特贸易有限公司 | Courtyard stone wall body molding mesh basket |
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| Publication number | Publication date |
|---|---|
| CN102277972A (en) | 2011-12-14 |
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