CN104533006A - Wedge of aerated concrete block wall and method for stuffing up block wall with wedge - Google Patents
Wedge of aerated concrete block wall and method for stuffing up block wall with wedge Download PDFInfo
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- CN104533006A CN104533006A CN201510014032.1A CN201510014032A CN104533006A CN 104533006 A CN104533006 A CN 104533006A CN 201510014032 A CN201510014032 A CN 201510014032A CN 104533006 A CN104533006 A CN 104533006A
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- chock
- aerated concrete
- concrete block
- voussoir
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Abstract
The invention provides a wedge of an aerated concrete block wall and a method for stuffing up the block wall with the wedge, and belongs to the technical field of buildings. The problem that an existing wood wedge is likely to be mildewed and rotten is solved. The wedge of the aerated concrete block wall comprises two wedge blocks and two sets of bolts and nuts. The two wedge blocks are overlaid. The bolts penetrate through bolt holes to be in threaded connection with the nuts. The method for stuffing up the concrete block wall with the wedge of the aerated concrete block wall comprises the steps that the wedge is plugged into the gap between a top layer block and the top face, and then the nuts are screwed until locking is achieved. The wedge of the aerated concrete block wall has the advantages of being low in production cost, convenient to use, long in service life and the like. The method for stuffing up the block wall with the wedge has the advantages that top layer block piling-up is convenient, the stuffing-up force is large, uniform and stable, and operation is convenient.
Description
Technical field
The invention belongs to technical field of buildings, relate to a kind of aerated concrete block work, particularly a kind of chock of aerated concrete block work.
The invention belongs to technical field of buildings, relate to a kind of aerated concrete block work, particularly a kind of above-mentioned chock jam-pack aerated concrete block work method of employing.
Background technology
Wall adopts air-entrained concrete building block to pile up in process, always leaves gap between top layer building block and crossbeam bottom surface or ceiling, and this gap adopts timber wedge to fill.Although timber wedge at that time can jam-pack, timber wedge easily went mouldy rotten, and the time loses jam-pack function once long.
Summary of the invention
The present invention proposes a kind of chock of aerated concrete block work, the technical problem to be solved in the present invention how to ensure that chock is effective for a long time.
The present invention proposes a kind of employing chock jam-pack blockwork method, the technical problem to be solved in the present invention how to ensure that blockwork is firm for a long time.
The technical problem that will solve of the present invention realizes by following technical proposal: the chock of this aerated concrete block work, and comprise two pieces of voussoirs and two groups of bolt and nuts, voussoir has the bottom surface that can lean with building block or ceiling, with the large side of plane perpendicular; The large side of voussoir has two bolts hole in bar shaped, two bolts pore size distributions are positioned at both ends, and the vertical line of bolt hole is identical with the short transverse of voussoir; Two pieces of voussoirs fold establish and the inclined-plane of two pieces of voussoirs mutually against, the bottom surface of two pieces of voussoirs is parallel to each other, and in two pieces of voussoirs, bolt hole is connected correspondingly; Bolt passing through bolt hole is connected with nut thread.
Making two pieces of voussoir relative slidings by screwing bolt and nut, changing the height of chock, and then by aerated concrete block work jam-pack.Bolt and nut has self-lock ability, avoids the chock after jam-pack to move freely, and then ensures that the action of chock jam-pack is effective for a long time.
The bolt hole of bar shaped avoids bolt to cause two pieces of voussoirs to slide, and bolt hole and bolt acting in conjunction simultaneously limits the movement travel between two pieces of voussoirs, avoids stroke excessive and causes jam-pack action to be lost efficacy.
In the chock of above-mentioned aerated concrete block work, described voussoir is adopted made of plastic, and two pieces of voussoirs are identical; This technical characteristic can reduce the cost of production of chock effectively.
In the chock of above-mentioned aerated concrete block work, the rectangular trapezoidal shape of cross section of described voussoir, the length of voussoir is 200 ~ 300 ㎜.
In the chock of above-mentioned aerated concrete block work, the bolt hole port of the large side of described voussoir has bolt anti-rotation groove, and the head of bolt embeds in the bolt anti-rotation groove of one piece of voussoir; Anti-rotation groove joint sheet embeds in the bolt anti-rotation groove of another block voussoir, and nut and anti-rotation groove joint sheet lean.Nut stud bolt anti-rotation groove avoided by anti-rotation groove joint sheet; It is more convenient that this structure makes to screw bolt and nut, and then reduce construction cost.
In the chock of above-mentioned aerated concrete block work, the middle part of described voussoir bottom surface has some the through holes in strip, and in two pieces of voussoirs, through hole is connected correspondingly.Be arranged through and both make this chock easily be converted into two sections of separately uses, cement mortar can be inserted again in through hole two pieces of voussoirs are fixedly connected with.
The chock jam-pack aerated concrete block work method of this employing aerated concrete block work is carried out successively according to the following steps, is first filled between top layer building block and end face in gap by chock, then screw on nut is until locking.
The chock jam-pack aerated concrete block work method of this employing aerated concrete block work is carried out successively according to the following steps, in chock through hole, first inserts cement mortar, in building block end face chock region to be installed with lay one deck cement mortar on the bottom surface of one piece of voussoir; Then chock to be filled between top layer building block and end face in gap; Last screw on nut is until locking.Adopt the blockwork of the method construction, after being positioned at the cement mortar sclerosis of through hole, just make two pieces of voussoirs move, in other words can removal bolt and nut after cement mortar sclerosis, and then reduce costs.
In above-mentioned employing chock jam-pack blockwork method, described voussoir leans with two pieces of air-entrained concrete building blocks simultaneously.
Compared with prior art, the chock of this aerated concrete block work has the advantages such as cost of production is low, easy to use, long service life.
Adopt this chock jam-pack blockwork to have to pile up that top layer building block is convenient, jam-pack power is large, evenly and the advantage such as stable, easy to operate.
Accompanying drawing explanation
Fig. 1 and Fig. 2 is the perspective view of this chock.
Fig. 3 is the main TV structure schematic diagram of this chock.
Fig. 4 is the sectional structure schematic diagram of A-A in Fig. 3.
Fig. 5 is the sectional structure schematic diagram of B-B in Fig. 3.
Fig. 6 and Fig. 7 is the structural representation adopting chock jam-pack blockwork in embodiment one.
Fig. 8 is the structural representation adopting chock jam-pack blockwork in embodiment two.
In figure, A, chock; 1, voussoir; 1a, bottom surface; 1b, large side; 1c, bolt hole; 1d, bolt anti-rotation groove; 1e, through hole; 2, bolt; 3, nut; 4, anti-rotation groove joint sheet; 5, building block; 6, end face; 7, gap; 8, cement mortar; B, width; L, length; H, highly.
Detailed description of the invention
Be below specific embodiments of the invention and by reference to the accompanying drawings, technical scheme of the present invention is further described, but the present invention be not limited to these embodiments.
As shown in Figures 1 to 5, the chock of this aerated concrete block work comprises two pieces of voussoirs, 1, two groups of bolt 2 nuts 3 and anti-rotation groove joint sheet 4.
Two pieces of voussoir 1 structures and size etc. are identical, and making between part can phase trans-substitution, and voussoir 1 is adopted made of plastic, reduces the cost of production of chock.
The rectangular trapezoidal shape of cross section of voussoir 1, the length L of voussoir 1 is 200 ~ 300 ㎜, and the voussoir 1 of this size can be exerted pressure to two pieces of building blocks 5 simultaneously effectively, still effectively can exert pressure to one piece of building block 5 after the voussoir 1 of this size is converted into two sections.Voussoir 1 has the bottom surface 1a that can lean with building block 5 or ceiling, the large side 1b vertical with bottom surface 1a.The large side 1b of voussoir 1 has two bolt hole 1c in bar shaped; Two bolts hole 1c distributions are positioned at both ends.The vertical line of bolt hole 1c is identical with the height H direction of voussoir 1.The bolt hole 1c port of the large side 1b of voussoir 1 also has bolt anti-rotation groove 1d.The middle part of voussoir 1 bottom surface 1a has some the through hole 1e in strip, and the quantity that this Figure of description provides through hole 1e is 5, and the vertical line of through hole 1e is identical with the width B direction of voussoir 1.
Two pieces of voussoirs 1 are folded establish and the inclined-plane of two pieces of voussoirs 1 mutually against, the bottom surface 1a of two pieces of voussoirs 1 is parallel to each other, and the large side 1b of two pieces of voussoirs 1 is parallel to each other.In two pieces of voussoirs 1, bolt hole 1c is connected correspondingly, and in two pieces of voussoirs 1, through hole 1e is connected correspondingly.
Bolt 2 is threaded with nut 3 through bolt hole 1c, and the head of bolt 2 embeds in the bolt anti-rotation groove 1d of one piece of voussoir 1; Anti-rotation groove joint sheet 4 embeds in the bolt anti-rotation groove 1d of another block voussoir 1, and nut 3 and anti-rotation groove joint sheet 4 lean.
As shown in Figure 6 and Figure 7, the chock A jam-pack aerated concrete block work method of this employing aerated concrete block work is carried out successively according to the following steps, first chock A to be filled between top layer building block 5 and end face 6 in gap 7, the chock A width B selected is slightly less than the width B of building block 5, if building block 5 width B is 24 centimetres, then can select the voussoir 1 that 18 centimetres wide; Gap 7 is 10 centimetres, then can select the voussoir 1 that 8 centimetres high.The chock A filled in gap 7 ensures that bolt 2 is vertical with metope; Chock A is positioned at gap 7, and namely chock A can not protrude relative to metope; Voussoir 1 leans with two pieces of air-entrained concrete building blocks 5 simultaneously, the gap namely between two pieces of air-entrained concrete building blocks 5 and voussoir 1 mesophase spherule pair.Screw on nut 3 is until locking again, just can control extruding force by control torque.
Embodiment two
The present embodiment with the structure of embodiment one and principle substantially identical, basic something in common no longer burden describes, different place is only described, different place is: as shown in Figure 8, adopt the chock A jam-pack aerated concrete block work method of aerated concrete block work to carry out according to the following steps successively, in chock A through hole 1e, first insert cement mortar 8, in building block 5 end face 6 chock a-quadrant to be installed with lay one deck cement mortar 8 on the bottom surface 1a of one piece of voussoir 1.Then chock A to be filled between top layer building block 5 and end face 6 in gap 7, be covered with the bottom surface 1a of cement mortar 8 upward; The chock A filled in gap 7 ensures that bolt 2 is vertical with metope; Chock A is positioned at gap 7, and namely chock A can not protrude relative to metope; Voussoir 1 leans with two pieces of air-entrained concrete building blocks 5 simultaneously, the gap namely between two pieces of air-entrained concrete building blocks 5 and voussoir 1 mesophase spherule pair.Last screw on nut 3, until locking, just can control extruding force by control torque.
Claims (10)
1. the chock of an aerated concrete block work, it is characterized in that, this chock comprises two pieces of voussoirs (1) and two groups of bolts (2) nut (3), voussoir (1) has the bottom surface (1a) that can lean with building block (5) or ceiling, the large side (1b) vertical with bottom surface (1a); The large side (1b) of voussoir (1) has two bolts hole (1c) in bar shaped, two bolts hole (1c) distributions are positioned at both ends, and the vertical line of bolt hole (1c) is identical with height (H) direction of voussoir (1); Two pieces of voussoirs (1) are folded establish and the inclined-plane of two pieces of voussoirs (1) mutually against, the bottom surface (1a) of two pieces of voussoirs (1) is parallel to each other, and in two pieces of voussoirs (1), bolt hole (1c) is connected correspondingly; Bolt (2) is threaded with nut (3) through bolt hole (1c).
2. the chock of aerated concrete block work according to claim 1, is characterized in that, two pieces of described voussoirs (1) are identical.
3. the chock of aerated concrete block work according to claim 2, it is characterized in that, bolt hole (1c) port of the large side (1b) of described voussoir (1) has bolt anti-rotation groove (1d), and the head of bolt (2) embeds in the bolt anti-rotation groove (1d) of one piece of voussoir (1); Anti-rotation groove joint sheet (4) embeds in the bolt anti-rotation groove (1d) of another block voussoir (1), and nut (3) and anti-rotation groove joint sheet (4) lean.
4. the chock of aerated concrete block work according to claim 1, is characterized in that, the rectangular trapezoidal shape of cross section of described voussoir (1), and the length (L) of voussoir (1) is 200 ~ 300 ㎜.
5. the chock of aerated concrete block work according to claim 1, is characterized in that, described voussoir (1) is adopted made of plastic.
6. the chock of the aerated concrete block work according to claim 1 or 2 or 3 or 4 or 5, it is characterized in that, the middle part of described voussoir (1) bottom surface (1a) has some the through holes (1e) in strip, and in two pieces of voussoirs (1), through hole (1e) is connected correspondingly.
7. one kind adopts the chock jam-pack aerated concrete block work method of aerated concrete block work described in any one in claim 1 to 6, it is characterized in that, this method is carried out successively according to the following steps, first chock (A) is filled between top layer building block (5) and end face (6) in gap (7), then screw on nut (3) is until locking.
8. the chock jam-pack aerated concrete block work method of employing aerated concrete block work according to claim 7, is characterized in that, described voussoir (1) leans with two pieces of air-entrained concrete building blocks (5) simultaneously.
9. one kind adopts the chock jam-pack aerated concrete block work method of aerated concrete block work described in claim 6, it is characterized in that, this method is carried out successively according to the following steps, in chock (A) through hole (1e), first inserts cement mortar (8), above lays one deck cement mortar (8) in building block (5) end face (6) chock to be installed (A) region with in the bottom surface (1a) of one piece of voussoir (1); Then chock (A) to be filled between top layer building block (5) and end face (6) in gap (7); Last screw on nut (3) is until locking.
10. the chock jam-pack aerated concrete block work method of employing aerated concrete block work according to claim 7, is characterized in that, described voussoir (1) leans with two pieces of air-entrained concrete building blocks (5) simultaneously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510014032.1A CN104533006A (en) | 2015-01-12 | 2015-01-12 | Wedge of aerated concrete block wall and method for stuffing up block wall with wedge |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510014032.1A CN104533006A (en) | 2015-01-12 | 2015-01-12 | Wedge of aerated concrete block wall and method for stuffing up block wall with wedge |
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| CN104533006A true CN104533006A (en) | 2015-04-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510014032.1A Pending CN104533006A (en) | 2015-01-12 | 2015-01-12 | Wedge of aerated concrete block wall and method for stuffing up block wall with wedge |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113898080A (en) * | 2021-09-02 | 2022-01-07 | 中冶南方武汉建筑设计有限公司 | Construction method of horizontal interface joint and construction method of wall body |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB544382A (en) * | 1941-01-13 | 1942-04-10 | Harry Mason | Improvements relating to building bricks and blocks |
| GB1190086A (en) * | 1966-07-22 | 1970-04-29 | Bautechnik Ag | Wedge Device for Mounting Wall Elements and the like |
| FR2625244A1 (en) * | 1987-12-24 | 1989-06-30 | Bonnivard Guy | Wedging device for levelling a floor, ceiling, wall or panel |
| DE29617041U1 (en) * | 1996-10-01 | 1997-03-20 | Faller jun., Alexander, Dipl.-Wirtsch.-Ing. (FH), 84061 Ergoldsbach | Connecting stone with angled connecting surface for prefabricated wall elements |
| DE19640506A1 (en) * | 1996-10-01 | 1998-04-02 | Faller Alexander E Dipl Wirtsc | Double-wedge locking block for abutting prefabricated wall-segments |
| US20020100561A1 (en) * | 2001-01-30 | 2002-08-01 | Spencer Costello | Floor laying tool |
| CN2679269Y (en) * | 2003-10-20 | 2005-02-16 | 郑继全 | Special bricks for intersecting point of wall and beam |
| CN201358540Y (en) * | 2009-02-23 | 2009-12-09 | 刘健 | Matched brick for fixing top of building wall body |
| CN101725594A (en) * | 2008-10-28 | 2010-06-09 | 海洋王照明科技股份有限公司 | Locking device |
| CN101748825A (en) * | 2008-12-02 | 2010-06-23 | 天津第四市政建筑工程有限公司 | Wedge-shaped building method for aerated concrete blockwork top |
| CN204370664U (en) * | 2015-01-12 | 2015-06-03 | 台州建筑安装工程公司 | The chock of aerated concrete block work |
-
2015
- 2015-01-12 CN CN201510014032.1A patent/CN104533006A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB544382A (en) * | 1941-01-13 | 1942-04-10 | Harry Mason | Improvements relating to building bricks and blocks |
| GB1190086A (en) * | 1966-07-22 | 1970-04-29 | Bautechnik Ag | Wedge Device for Mounting Wall Elements and the like |
| FR2625244A1 (en) * | 1987-12-24 | 1989-06-30 | Bonnivard Guy | Wedging device for levelling a floor, ceiling, wall or panel |
| DE29617041U1 (en) * | 1996-10-01 | 1997-03-20 | Faller jun., Alexander, Dipl.-Wirtsch.-Ing. (FH), 84061 Ergoldsbach | Connecting stone with angled connecting surface for prefabricated wall elements |
| DE19640506A1 (en) * | 1996-10-01 | 1998-04-02 | Faller Alexander E Dipl Wirtsc | Double-wedge locking block for abutting prefabricated wall-segments |
| US20020100561A1 (en) * | 2001-01-30 | 2002-08-01 | Spencer Costello | Floor laying tool |
| CN2679269Y (en) * | 2003-10-20 | 2005-02-16 | 郑继全 | Special bricks for intersecting point of wall and beam |
| CN101725594A (en) * | 2008-10-28 | 2010-06-09 | 海洋王照明科技股份有限公司 | Locking device |
| CN101748825A (en) * | 2008-12-02 | 2010-06-23 | 天津第四市政建筑工程有限公司 | Wedge-shaped building method for aerated concrete blockwork top |
| CN201358540Y (en) * | 2009-02-23 | 2009-12-09 | 刘健 | Matched brick for fixing top of building wall body |
| CN204370664U (en) * | 2015-01-12 | 2015-06-03 | 台州建筑安装工程公司 | The chock of aerated concrete block work |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113898080A (en) * | 2021-09-02 | 2022-01-07 | 中冶南方武汉建筑设计有限公司 | Construction method of horizontal interface joint and construction method of wall body |
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Application publication date: 20150422 |