CN103352533A - Double-concave and one-convex fly-ash aerated concrete block and masonry method thereof - Google Patents

Double-concave and one-convex fly-ash aerated concrete block and masonry method thereof Download PDF

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CN103352533A
CN103352533A CN 201310293205 CN201310293205A CN103352533A CN 103352533 A CN103352533 A CN 103352533A CN 201310293205 CN201310293205 CN 201310293205 CN 201310293205 A CN201310293205 A CN 201310293205A CN 103352533 A CN103352533 A CN 103352533A
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concave
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aerated concrete
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孔凡营
亓玉栋
王峰
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Shandong University of Science and Technology
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Abstract

本申请公开了一种双凹一凸型粉煤灰加气混凝土砌块及其砌筑方法,它属于墙体材料,用于砌筑墙体丁字型墙角,其特征是:(1)双凹一凸型粉煤灰加气混凝土砌块的一个顶面带有凸头,另一个顶面带有凹槽,一个条面上带有低台形凹槽,另一个条面和两个大面都是平面;(2)砌筑墙体丁字型墙角时,双凹一凸型粉煤灰加气混凝土砌块和双凸一凹型粉煤灰加气混凝土砌块这两种丁字墙角砌块交替使用,而且它们的凸头和高台形凸头都插入相邻一字型粉煤灰加气混凝土凹凸砌块的凹槽之内,它们的凹槽和低台形凹槽都被相邻一字型粉煤灰加气混凝土凹凸砌块的凸头插入,增加墙体抗震性能。本申请的积极效果是显著提高墙体的抗震性能和节能性。

Figure 201310293205

This application discloses a double-concave-convex fly ash aerated concrete block and its masonry method. It belongs to wall materials and is used for masonry T-shaped corners of walls. Its characteristics are: (1) double-concave One top surface of a convex fly ash aerated concrete block has a convex head, the other top surface has a groove, one strip surface has a low table-shaped groove, the other strip surface and the two large surfaces are both (2) When building a T-shaped corner of the wall, the double-concave-convex fly ash aerated concrete block and the double-convex-concave fly ash aerated concrete block are used alternately. , and their protruding heads and high platform-shaped protruding heads are all inserted into the grooves of adjacent inline fly ash aerated concrete concave-convex blocks, and their grooves and low platform-shaped grooves are all inserted into adjacent inline-shaped fly ash aerated concrete concave-convex blocks. The convex head of the coal ash aerated concrete concave-convex block is inserted to increase the seismic performance of the wall. The positive effect of the application is to significantly improve the anti-seismic performance and energy-saving performance of the wall.

Figure 201310293205

Description

一种双凹一凸型粉煤灰加气混凝土砌块及其砌筑方法Double-concave-convex fly ash aerated concrete block and its masonry method

技术领域 technical field

    本申请涉及建筑砌块。 This application relates to building blocks.

背景技术 Background technique

传统的粉煤灰加气混凝土建筑砌块,无论是墙身砌块,还是墙角砌块,都是长方体形,所砌墙体的抗震性能较差,同时也由于灰缝都是平缝,容易形成冷桥,所以墙体的保温隔热性能亦即节能性也较差。要提高墙体的节能性和抗震性能,很需要在砌块形状上加以改进。 The traditional fly ash aerated concrete building blocks, whether it is a wall block or a corner block, are all cuboid, and the seismic performance of the wall is poor. A cold bridge is formed, so the thermal insulation performance of the wall, that is, the energy saving performance is also poor. To improve the energy-saving and seismic performance of the wall, it is necessary to improve the shape of the block.

发明内容 Contents of the invention

本发明目的是提高墙体的抗震性能和保温隔热性能。 The purpose of the invention is to improve the anti-seismic performance and thermal insulation performance of the wall body.

本发明技术方案如下: Technical scheme of the present invention is as follows:

1、墙身砌块和墙角砌块都采用粉煤灰加气混凝土材料制成。 1. The wall blocks and corner blocks are made of fly ash aerated concrete.

2、墙身砌块由传统的长方体形改为:一个顶面带有凸头,另一个顶面带有凹槽,其它的面如两个条面和两个大面则仍然都是平面,见图1。由于该墙身砌块凸头的凸向和凹槽的凹向在同一条直线上,故取名为一字型粉煤灰加气混凝土凹凸砌块。 2. The wall block is changed from the traditional cuboid shape: one top surface has a convex head, the other top surface has a groove, and other surfaces such as two strip surfaces and two large surfaces are still flat. see picture 1. Because the convex direction of the convex head of the wall body block and the concave direction of the groove are on the same straight line, it is named the inline fly ash aerated concrete concave-convex block.

3、拐角砌块由传统的长方体形改为:一个顶面带有凸头,另一个顶面仍为平面,一个条面带有凹槽,另一个条面仍为平面,两个大面仍为平面,见图2。由于该拐角砌块的凸头的凸向和凹槽的凹向呈90°角,故取名为直角型粉煤灰加气混凝土凹凸砌块。 3. The corner block is changed from the traditional cuboid shape: one top surface has a convex head, the other top surface is still flat, one strip surface is grooved, the other strip surface is still flat, and the two large surfaces are still flat. As a plane, see Figure 2. Because the convex direction of the convex head of the corner block and the concave direction of the groove form an angle of 90°, it is called a right-angle fly ash aerated concrete concave-convex block.

4、丁字墙角砌块由传统的长方体形改成两种体型: 4. The T-shaped corner block is changed from the traditional rectangular shape to two shapes:

(1)双凹一凸型粉煤灰加气混凝土砌块:砌块的一个顶面带有凸头,另一个顶面带有凹槽,一个条面上带有低台形凹槽,另一个条面和两个大面都是平面,见图3。 (1) Double-concave-convex fly ash aerated concrete block: one top surface of the block has a convex head, the other top surface has a groove, one strip surface has a low table-shaped groove, and the other The noodles and the two large sides are all planes, as shown in Figure 3.

(2)双凸一凹型粉煤灰加气混凝土砌块:砌块的一个顶面带有凸头,另一个顶面带有凹槽,一个条面上带有高台形凸头,另一个条面和两个大面都是平面,见图4。 (2) Double-convex-concave fly ash aerated concrete block: one top surface of the block has a convex head, the other top surface has a groove, one strip has a raised platform-shaped convex head, and the other strip has a convex head. The face and the two large faces are planes, as shown in Figure 4.

5、墙体砌筑方法如下: 5. The wall masonry method is as follows:

(1)墙身砌筑 (1) Wall masonry

用一字型粉煤灰加气混凝土凹凸砌块作为墙身砌块,砌筑墙身时,一块墙身砌块的凸头插入相邻另一块墙身砌块的凹槽之内(见图5图6和图7),相邻两皮墙身砌块,其凸头的凸向(或者凹槽的凹向)正好相反(见图5图6和图7)。 The one-shaped fly ash aerated concrete concave-convex block is used as the wall block. When building the wall, the convex end of one wall block is inserted into the groove of the adjacent wall block (see Fig. 5 Figure 6 and Figure 7), the convex direction of the convex head (or the concave direction of the groove) of the two adjacent skin wall blocks is just opposite (see Figure 5, Figure 6 and Figure 7).

墙身第一皮砌筑如图5所示,墙身第二皮砌筑如图6所示,墙身第三皮砌筑如图7所示,循环往复。墙身砌筑立面图如图8所示,墙身砌筑立体图如图9所示。 The first skin masonry of the wall body is shown in Figure 5, the second skin masonry of the wall body is shown in Figure 6, and the third skin masonry of the wall body is shown in Figure 7, and the cycle is repeated. The elevation of the wall masonry is shown in Figure 8, and the three-dimensional view of the wall masonry is shown in Figure 9.

(2)墙体拐角砌筑 (2) Corner masonry of the wall

用直角型粉煤灰加气混凝土凹凸砌块作为拐角砌块,砌筑墙体拐角时,拐角砌块的凸头都要要插入相邻墙身砌块的凹槽之内,见图10图11和图12;拐角砌块的凹槽要被相邻墙身砌块的凸头插入,见图10图11和图12。砌筑施工时,墙体拐角的任何相邻两皮拐角砌块,其凸头的凸向(或者凹槽的凹向)正好呈90°角,见图10图11和图12。这样,就能够使相邻两皮砌块的竖向灰缝相互错开(见图13),以增加墙体稳定性。 Use right-angle fly ash aerated concrete concave-convex blocks as corner blocks. When building the corner of the wall, the convex head of the corner block must be inserted into the groove of the adjacent wall block, as shown in Figure 10. 11 and Figure 12; the groove of the corner block is to be inserted by the protrusion of the adjacent wall block, see Figure 10 Figure 11 and Figure 12. During masonry construction, any two adjacent corner blocks at the corner of the wall, the convex direction of the convex head (or the concave direction of the groove) is exactly at an angle of 90°, see Figure 10, Figure 11 and Figure 12. In this way, the vertical mortar joints of two adjacent skin blocks can be staggered (see Figure 13) to increase the stability of the wall.

墙体拐角第一皮砌筑图如图10所示,墙体拐角第二皮砌筑图如图11所示,墙体拐角第三皮砌筑图如图12所示,与墙体拐角第一皮砌筑图相同。墙体拐角砌筑立体图如图13所示。 The first skin masonry diagram of the wall corner is shown in Figure 10, the second skin masonry diagram of the wall corner is shown in Figure 11, and the third skin masonry diagram of the wall corner is shown in Figure 12. A skin masonry diagram is the same. The three-dimensional view of the masonry at the corner of the wall is shown in Figure 13.

(3)墙体丁字型墙角砌筑 (3) T-shaped corner masonry of the wall

先用双凹一凸型粉煤灰加气混凝土砌块砌筑第一皮(见图14),再用双凸一凹型粉煤灰加气混凝土砌块砌筑第二皮(见图15),又用双凹一凸型粉煤灰加气混凝土砌块砌筑第一皮(见图16),循环往复,墙体丁字型墙角砌筑立体图见图17。也就是说,砌筑墙体丁字型墙角时,双凹一凸型粉煤灰加气混凝土砌块砌筑和双凸一凹型粉煤灰加气混凝土砌块这两种丁字墙角砌块交替使用,而且它们的凸头和高台形凸头都插入相邻一字型粉煤灰加气混凝土凹凸砌块(墙身砌块)的凹槽之内,它们的凹槽和低台形凹槽都被相邻一字型粉煤灰加气混凝土凹凸砌块(墙身砌块)的凸头插入,增加墙体抗震性能。这样,就可使墙身相邻两皮一字型粉煤灰加气混凝土凹凸砌块凸头的的凸向(或者凹槽的凹向)正好相反,就能使相邻两皮砌块的竖向灰缝相互错开(见图17),以增加墙体稳定性。 First build the first skin with double concave-convex fly ash aerated concrete blocks (see Figure 14), and then build the second skin with double convex-concave fly ash aerated concrete blocks (see Figure 15) , and build the first skin with double-concave-convex fly ash aerated concrete blocks (see Figure 16), repeating the cycle, and see Figure 17 for the three-dimensional view of the T-shaped corner of the wall. That is to say, when building a T-shaped corner of the wall, the double-concave-convex fly ash aerated concrete block and the double-convex-concave fly ash aerated concrete block are used alternately. , and their protruding heads and high platform-shaped protruding heads are all inserted into the grooves of adjacent inline fly ash aerated concrete concave-convex blocks (wall blocks), and their grooves and low platform-shaped grooves are all The protruding head of the adjacent one-shaped fly ash aerated concrete concave-convex block (wall block) is inserted to increase the seismic performance of the wall. In this way, the convex direction (or the concave direction of the groove) of the two adjacent one-shaped fly ash aerated concrete concave-convex concrete blocks adjacent to the wall can be just opposite, so that the adjacent two skin blocks can The vertical mortar joints are staggered from each other (see Figure 17) to increase the stability of the wall.

由于砌筑墙身、砌筑墙体拐角和砌筑墙体丁字型墙角时,相邻砌块都相互穿插,显著增加了墙体的抗震性能,又由于相邻砌块之间的相互穿插,使得墙体竖向灰缝由传统的平缝变成了折缝,竖向灰缝传热路径显著延长,竖向灰缝冷桥消除,墙体节能性显著提高。 When building the wall, the corner of the wall and the T-shaped corner of the wall, the adjacent blocks are interspersed with each other, which significantly increases the seismic performance of the wall, and because the interspersed between adjacent blocks, The vertical mortar joints of the wall are changed from traditional flat seams to folded seams, the heat transfer path of vertical mortar joints is significantly extended, the cold bridge of vertical mortar joints is eliminated, and the energy-saving performance of walls is significantly improved.

本申请的积极效果是显著提高墙体的抗震性能和节能性。 The positive effect of the application is to significantly improve the anti-seismic performance and energy-saving performance of the wall.

附图说明 Description of drawings

图1是一字型粉煤灰加气混凝土凹凸砌块,图2是直角型粉煤灰加气混凝土凹凸砌块,图3是双凹一凸型粉煤灰加气混凝土砌块,图4是双凸一凹型粉煤灰加气混凝土砌块,图5是墙身第一皮砌筑图,图6是墙身第二皮砌块砌筑图,图7是墙身第三皮砌块砌筑图,图8是墙身砌筑立面图,图9是墙身砌筑立体图,图10是墙体拐角第一皮砌筑图,图11是墙体拐角第二皮砌筑图,图12是墙体拐角第三皮砌筑图,图13是墙体拐角砌筑立体图,图14是丁字型墙角第一皮砌筑图,图15是丁字型墙角第二皮砌筑图,图16是丁字型墙角第三皮砌筑图,图17是丁字型墙角砌筑立体图,图中: Figure 1 is a one-line fly ash aerated concrete concave-convex block, Figure 2 is a right-angle fly ash aerated concrete concave-convex block, Figure 3 is a double-concave and one-convex fly ash aerated concrete block, Figure 4 It is a double-convex-concave fly ash aerated concrete block. Figure 5 is the first skin block of the wall, Figure 6 is the second skin block of the wall, and Figure 7 is the third skin block of the wall. Figure 8 is a wall masonry elevation, Figure 9 is a wall masonry perspective view, Figure 10 is a wall corner first skin masonry diagram, Figure 11 is a wall corner second skin masonry diagram, Fig. 12 is a masonry diagram of the third corner of the wall, Fig. 13 is a perspective view of the masonry of the corner of the wall, Fig. 14 is a diagram of the first masonry of a T-shaped corner, and Fig. 15 is a diagram of the second masonry of a T-shaped corner, Fig. 16 is the third skin masonry diagram of a T-shaped corner, and Figure 17 is a three-dimensional diagram of a T-shaped corner masonry. In the figure:

1——凸头;2——凹槽;3——低台形凹槽;5——高台形凸头;7——竖向灰缝;8——横向灰缝;11——一字型粉煤灰加气混凝土凹凸砌块;12——直角型粉煤灰加气混凝土凹凸砌块;15——双凹一凸型粉煤灰加气混凝土砌块;16——双凸一凹型粉煤灰加气混凝土砌块,21——大面;22——条面;23——顶面。   1—Protruding head; 2—Groove; 3—Low platform groove; 5—High platform convex head; 7—Vertical gray joint; 8—Horizontal gray joint; 11—Inline powder Fly ash aerated concrete concave-convex block; 12—right-angle fly ash aerated concrete concave-convex block; 15—double concave-convex fly ash aerated concrete block; 16—double convex-concave fly ash Ash aerated concrete block, 21—large surface; 22—strip surface; 23—top surface. the

具体实施方式 Detailed ways

以粉煤灰加气混凝土为原料,采用粉煤灰加气混凝土砌块生产工艺,按照图1图2图3图4所示,制成一字型粉煤灰加气混凝土凹凸砌块、直角型粉煤灰加气混凝土凹凸砌块、双凹一凸型粉煤灰加气混凝土砌块和双凸一凹型粉煤灰加气混凝土砌块。用这四种砌块砌筑墙体,墙身第一皮的砌筑如图5所示,墙身第二皮的砌筑如图6所示,墙身第三皮的砌筑如图7所示,循环往复,墙身砌筑立面图如图8所示,墙身砌筑立体图如图9所示;墙体拐角第一皮的砌筑如图10所示,墙体拐角第二皮的砌筑如图11所示,墙体拐角第三皮的砌筑如图12所示,循环往复,墙体拐角砌筑立体图如图13所示;墙体的丁字型墙角第一皮砌筑图如图14所示,墙体的丁字型墙角第二皮砌筑图如图15所示,墙体的丁字型墙角第三皮砌筑图如图16所示,墙体丁字型墙角砌筑立体图如图17所示。 Using fly ash air-entrained concrete as raw material, adopt the production process of fly ash air-entrained concrete block, as shown in Figure 1, Figure 2, Figure 3, and Figure 4, to make a one-shaped fly ash air-entrained concrete concave-convex block, right angle Type fly ash aerated concrete concave-convex block, double concave-convex fly ash aerated concrete block and double convex-concave fly ash aerated concrete block. Use these four kinds of blocks to build the wall, the first skin of the wall is shown in Figure 5, the second skin of the wall is shown in Figure 6, and the third skin of the wall is shown in Figure 7 As shown, reciprocate, the elevation of the wall body masonry is shown in Figure 8, the wall body masonry stereogram is shown in Figure 9; the masonry of the first skin of the wall body corner is shown in Figure 10, and the wall body corner second The masonry of the skin is shown in Figure 11, the masonry of the third skin at the corner of the wall is shown in Figure 12, and the cycle is repeated, and the three-dimensional view of the corner of the wall is shown in Figure 13; the first skin of the T-shaped corner of the wall The building diagram is shown in Figure 14, the second skin masonry diagram of the T-shaped corner of the wall is shown in Figure 15, and the third skin masonry diagram of the T-shaped corner of the wall is shown in Figure 16, and the T-shaped corner masonry of the wall is shown in Figure 15. The stereogram of the building is shown in Figure 17.

由图5图6和图7、图10图11和图12以及图14图15和图16,都可以看出,相邻砌块互相穿插,使得墙体抗震性能显著提高,使得墙体竖向灰缝由传统的平缝变为折缝,竖向灰缝传热路径显著延长,竖向灰缝冷桥消除,墙体节能性显著提高。 From Fig. 5, Fig. 6 and Fig. 7, Fig. 10, Fig. 11 and Fig. 12, and Fig. 14, Fig. 15 and Fig. 16, it can be seen that adjacent blocks interpenetrate each other, which significantly improves the seismic performance of the wall, making the wall vertically The gray joints are changed from the traditional flat joints to the folded joints, the heat transfer path of the vertical joints is significantly extended, the cold bridge of the vertical joints is eliminated, and the energy-saving performance of the wall is significantly improved.

Claims (1)

1. concave-concave one convex powder ash air-entrained concrete building block and building method thereof is characterized in that:
(1) end face of concave-concave one convex powder ash air-entrained concrete building block is with plush copper, and another end face band is fluted, and with the low table shape groove, another face and two large faces all are the planes on the bar face;
(2) during masonry panel tee T corner, concave-concave one convex powder ash air-entrained concrete building block and these two kinds of T-shaped wall corner building blocks of biconvex one matrix powder ash air-entrained concrete building block are used alternatingly, and their plush copper and Gao Tai shape plush copper are all inserted within the groove of the concavo-convex building block of adjacent yi word pattern powder ash air-entrained concrete, their groove and low table shape groove part are inserted by the plush copper of the concavo-convex building block of adjacent yi word pattern powder ash air-entrained concrete, increase the body of wall anti-seismic performance.
CN 201310293205 2013-07-14 2013-07-14 Double-concave and one-convex fly-ash aerated concrete block and masonry method thereof Pending CN103352533A (en)

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CN103938760A (en) * 2014-04-11 2014-07-23 北京工业大学 Cross-shaped recycled concrete brick block wall with concrete filled steel tubular columns hidden inside and manufacturing method thereof
CN105297949A (en) * 2015-11-27 2016-02-03 山东科技大学 Building method of energy-saving self-thermal insulation wall
CN105317138A (en) * 2015-11-27 2016-02-10 山东科技大学 Building method for cold-bridge-free self-thermal-insulating wall

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CN103938761A (en) * 2014-04-11 2014-07-23 北京工业大学 T-shaped recycled concrete brick block wall with concrete filled steel tubular columns hidden inside and manufacturing method thereof
CN103938760A (en) * 2014-04-11 2014-07-23 北京工业大学 Cross-shaped recycled concrete brick block wall with concrete filled steel tubular columns hidden inside and manufacturing method thereof
CN103924712B (en) * 2014-04-11 2016-04-27 北京工业大学 A kind of built-in steel core concrete column L shape regeneration concrete brick blockwork and the practice
CN105297949A (en) * 2015-11-27 2016-02-03 山东科技大学 Building method of energy-saving self-thermal insulation wall
CN105317138A (en) * 2015-11-27 2016-02-10 山东科技大学 Building method for cold-bridge-free self-thermal-insulating wall

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Application publication date: 20131016