CN106703278A - Combined hollow block brickwork wall body and construction method thereof - Google Patents
Combined hollow block brickwork wall body and construction method thereof Download PDFInfo
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- 238000010276 construction Methods 0.000 title claims abstract description 14
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 13
- 238000009413 insulation Methods 0.000 claims description 19
- 239000002131 composite material Substances 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims 2
- 238000011065 in-situ storage Methods 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 abstract description 9
- 239000010959 steel Substances 0.000 abstract description 9
- 238000010586 diagram Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000009435 building construction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
本发明公开了一种组合空心砌块砌体墙体及其施工方法,组合空心砌块包括顶板(1)、侧壁(2)、底板(3)和支撑腿(4),所述的组合空心砌块由横孔砌块(5)和竖孔砌块(6)组合而成,横孔砌块(5)由顶板(1)、侧壁(2)和底板(3)形成横向砌块空间(7),竖孔砌块(6)由多个侧壁(2)形成一个以上的竖向砌块空间(8)。这种组合空心砌块砌体墙体及其施工方法包括如下步骤:a、将底层砌块用混凝土或者砂浆固定在基脚上;b、在下层砌块上抹上砂浆后,将上层砌块的支撑腿卡在下层砌块的顶板上,一层一层依次拼装,隔几层砌块距离,在上、下层砌块之间布置横向钢筋;c、在拼装好后的多层组合空心砌块的竖向砌块空间中布置竖向钢筋,并浇注现浇混凝土,待混凝土硬化后,形成配筋砌体剪力墙。
The invention discloses a combined hollow block masonry wall and a construction method thereof. The combined hollow block includes a top plate (1), a side wall (2), a bottom plate (3) and a supporting leg (4). The hollow block is composed of horizontal hole block (5) and vertical hole block (6), and the horizontal hole block (5) is composed of top plate (1), side wall (2) and bottom plate (3) to form a horizontal block The space (7), the vertical hole block (6) forms more than one vertical block space (8) by a plurality of side walls (2). This combined hollow block masonry wall and its construction method include the following steps: a. fixing the bottom block on the footing with concrete or mortar; b. The supporting legs are stuck on the top plate of the lower block, assembled layer by layer, and the horizontal steel bars are arranged between the upper and lower blocks at a distance of several layers of blocks; c, the multi-layer combined hollow block after assembly Vertical steel bars are arranged in the vertical block space of the block, and cast-in-place concrete is poured. After the concrete hardens, a reinforced masonry shear wall is formed.
Description
技术领域: Technical field:
本发明涉及建筑施工领域,具体指一种组合空心砌块砌体墙体及其施工方法。 The invention relates to the field of building construction, in particular to a combined hollow block masonry wall and a construction method thereof.
背景技术: Background technique:
专利申请号为200610031699.3的建筑用空心砌块,由顶板、两支撑腿组成,顶板受两支撑腿支撑,两支撑腿之间设有加强肋,顶板、两支撑腿、加强肋为周边形成砌块空间,所述的顶板上设有两条或多条凸肋,这种空心砌块的优点是:条形肋对上层两支撑腿起限位作用,防止外墙渗漏水向内墙渗漏,布置管线、配置纵向钢筋可在两条凸肋之间的凹槽内进行,但这种空心砌块的上层砌块置放在下层砌块上时,只有两条支撑腿能够承担从上往下传的荷载,其砌筑而成的墙体承载力很低,墙体易发生脆性破坏,墙体的受力性能不好。 The hollow building block with patent application number 200610031699.3 is composed of a top plate and two supporting legs. The top plate is supported by the two supporting legs. A reinforcing rib is arranged between the two supporting legs. space, the top plate is provided with two or more convex ribs, the advantage of this hollow block is that the strip-shaped ribs act as a limit to the two supporting legs of the upper floor, preventing water from leaking from the outer wall to the inner wall , the layout of pipelines and the arrangement of longitudinal steel bars can be carried out in the groove between the two convex ribs, but when the upper block of this hollow block is placed on the lower block, only two supporting legs can bear the load from the top to the bottom. For the load transmitted down, the bearing capacity of the wall formed by masonry is very low, the wall is prone to brittle failure, and the mechanical performance of the wall is not good.
发明内容: Invention content:
本发明的目的在于提供一种受力性能好、承载力大、易于砌筑的的组合空心砌块,本发明的目的还在于提供一种用该组合空心砌块砌体墙体及其施工方法。 The purpose of the present invention is to provide a combined hollow block with good mechanical performance, large bearing capacity and easy masonry. The purpose of the present invention is also to provide a masonry wall with the combined hollow block and its construction method .
本发明的目的是这样来实现的,该组合空心砌块包括顶板、侧壁、底板和支撑腿,所述的组合空心砌块由横孔砌块和竖孔砌块组合而成,横孔砌块由顶板、侧壁和底板形成横向砌块空间,竖孔砌块由多个侧壁形成一个以上的竖向砌块空间。这种由横孔砌块和竖孔砌块组合而成的组合空心砌块,砌筑成墙体时,横孔砌块砌筑于墙体的外面,竖孔砌块砌筑于墙体的内面,砌筑成墙体后,横孔砌块的砌块空间可以阻止内外墙之间的热传递,提高了这种组合空心砌块的保温隔热性能;荷载可从多条侧壁从上层砌块传至下层砌块,砌块的承载力得到了很大的提高,同时,竖孔砌块的砌块空间内可以布置钢筋、浇注现浇混凝土,形成配筋砌体剪力墙,更大地提高承载力。 The object of the present invention is achieved in that the composite hollow block includes a top plate, a side wall, a bottom plate and supporting legs, and the composite hollow block is composed of a horizontal hole block and a vertical hole block, and the horizontal hole block A block forms a horizontal block space by a top plate, a side wall and a bottom plate, and a vertical hole block forms more than one vertical block space by a plurality of side walls. This combined hollow block composed of horizontal hole blocks and vertical hole blocks, when building a wall, the horizontal hole blocks are built on the outside of the wall, and the vertical hole blocks are built on the outside of the wall. After the inner surface is built into a wall, the block space of the horizontal hole block can prevent the heat transfer between the inner and outer walls, which improves the thermal insulation performance of this combined hollow block; The blocks are passed to the lower blocks, and the bearing capacity of the blocks has been greatly improved. At the same time, steel bars can be arranged in the block space of the vertical hole blocks, and cast-in-place concrete can be poured to form a reinforced masonry shear wall, which is more Greatly increase the bearing capacity.
所述的横孔砌块的顶板上有凸台或凸肋,且顶板外边缘有条形斜面。在横孔砌块的顶板上设置凸台或凸肋,底板上相应处有凹槽,砌筑墙体时,可将上层砌块卡接在下层砌块上,施工方便;同时在横孔砌块的顶板外边缘设置条形斜面,雨水不会渗入砌块内部侵蚀墙体,能够很好地保护好墙体。 The top plate of the horizontal hole block has bosses or convex ribs, and the outer edge of the top plate has strip-shaped slopes. Bosses or ribs are set on the top plate of the horizontal hole block, and there are grooves at the corresponding places on the bottom plate. When building the wall, the upper block can be clamped on the lower block, which is convenient for construction; The outer edge of the top plate of the block is provided with a strip-shaped slope, so that rainwater will not penetrate into the inside of the block to erode the wall, and the wall can be well protected.
所述横孔砌块的顶板和底板端部两侧开有条形槽,或/且在横孔砌块的砌块空间内设有保温隔热内塞。在横孔砌块的顶板和底板端部两侧开条形槽,开槽处砌块不连接,形成断桥,减少了砌块之间的热传导,保温效果好;在横孔砌块的砌块空间内设置保温隔热内塞,使砌块空间四周被保温隔热层封住,砌块空间与外界没有热交换、保温效果好,砌块上下层错缝砌筑时,保温隔热内塞堵塞缝隙,也不会降低缝处的保温效果。 Strip grooves are opened on both sides of the top plate and the end of the bottom plate of the horizontal hole block, or/and a thermal insulation inner plug is provided in the block space of the horizontal hole block. Open strip-shaped grooves on both sides of the top plate and bottom plate ends of the horizontal hole blocks, and the blocks are not connected at the slots, forming a broken bridge, which reduces the heat conduction between the blocks and has a good thermal insulation effect; The thermal insulation inner plug is set in the block space, so that the surrounding of the block space is sealed by the thermal insulation layer, the block space has no heat exchange with the outside world, and the thermal insulation effect is good. Plugging the gap will not reduce the thermal insulation effect of the gap.
一种组合空心砌块砌体墙体及其施工方法,包括如下步骤:a、将底层砌块用混凝土或者砂浆固定在基脚上;b、在下层组合空心砌块上抹上砂浆后,将上层组合空心砌块的支撑腿卡在下层组合空心砌块的顶板上,一层一层依次拼装,形成墙体。 A combined hollow block masonry wall and a construction method thereof, comprising the following steps: a. fixing the bottom block on the footing with concrete or mortar; b. after smearing the mortar on the lower combined hollow block, The supporting legs of the combined hollow blocks of the upper layer are stuck on the top plate of the combined hollow blocks of the lower layer, and assembled layer by layer to form a wall.
一种组合空心砌块砌体墙体及其施工方法,还可以按如下步骤进行:a、将底层砌块用混凝土或者砂浆固定在基脚上;b、在下层砌块上抹上砂浆后,将上层砌块的支撑腿卡在下层砌块的顶板上,一层一层依次拼装,隔几层砌块距离,在上、下层砌块之间布置横向钢筋;c、在拼装好后的多层组合空心砌块的竖向砌块空间中布置竖向钢筋,并浇注现浇混凝土,待混凝土硬化后,形成配筋砌体剪力墙。 A combined hollow block masonry wall and its construction method can also be carried out according to the following steps: a. Fix the bottom block on the footing with concrete or mortar; b. After smearing the mortar on the bottom block, Clamp the supporting legs of the upper block on the top plate of the lower block, assemble them layer by layer, and arrange horizontal steel bars between the upper and lower blocks at intervals of several layers of blocks; c. The vertical steel bars are arranged in the vertical block space of the hollow block of the layer combination, and the cast-in-place concrete is poured. After the concrete is hardened, the reinforced masonry shear wall is formed.
附图说明: Description of drawings:
以下附图中,1为顶板,2为侧壁,3为底板,4为支撑腿,5为横孔砌块,6为竖孔砌块,7为横孔砌块的砌块空间,8为竖孔砌块的砌块空间,9为顶板1上的凸肋或凸台,10为顶板1外缘的条形斜面,11为顶板和底板端部两侧的条形槽,12为横孔砌块5的保温隔热内塞。 In the following drawings, 1 is the top plate, 2 is the side wall, 3 is the bottom plate, 4 is the support leg, 5 is the horizontal hole block, 6 is the vertical hole block, 7 is the block space of the horizontal hole block, 8 is The block space of the vertical hole block, 9 is the convex rib or boss on the top plate 1, 10 is the strip-shaped inclined surface on the outer edge of the top plate 1, 11 is the strip-shaped groove on both sides of the end of the top plate and the bottom plate, and 12 is a horizontal hole The thermal insulation inner plug of block 5.
图1为组合空心砌块结构示意图 Figure 1 is a schematic diagram of the combined hollow block structure
图2为组合空心砌块另一实施例 Fig. 2 is another embodiment of combined hollow blocks
图3为组合空心砌块另一实施例 Fig. 3 is another embodiment of combined hollow blocks
图4为顶板和底板上开有条形槽的组合空心砌块结构示意图 Figure 4 is a schematic diagram of the combined hollow block structure with strip grooves on the top and bottom plates
图5为砌块空间7内设置保温隔热内塞的组合空心砌块结构示意图 Fig. 5 is a structural schematic diagram of a combined hollow block with a thermal insulation inner plug provided in the block space 7
图6为空心保温隔热内塞结构示意图 Figure 6 is a schematic diagram of the structure of the hollow thermal insulation inner plug
图7为实心保温隔热内塞结构示意图 Figure 7 is a schematic diagram of the structure of the solid thermal insulation inner plug
图8为组合空心砌块砌筑成墙体结构示意图 Figure 8 is a schematic diagram of the wall structure built by combining hollow blocks
图9为组合空心砌块砌筑成配筋砌体剪力墙结构示意图 Figure 9 is a schematic diagram of the structure of a reinforced masonry shear wall built by combining hollow blocks
具体实施方式: detailed description:
参考图1—图9,一种组合空心砌块,包括顶板1、侧壁2、底板3和支撑腿4,所述的组合空心砌块由横孔砌块5和竖孔砌块6组合而成,横孔砌块5由顶板1、侧壁2和底板3形成横向砌块空间7,竖孔砌块6由多个侧壁2形成一个以上的竖向砌块空间8。这种由横孔砌块5和竖孔砌块6组合而成的组合空心砌块,砌筑成墙体时,横孔砌块5砌筑于墙体的外面,竖孔砌块6砌筑于墙体的内面,砌筑成墙体后,横孔砌块5的砌块空间7可以阻止内外墙之间的热传递,提高了这种组合空心砌块的保温隔热性能;荷载可从多条侧壁2从上层砌块传至下层砌块,砌块的承载力得到了很大的提高,同时,竖孔砌块6的砌块空间8内可以布置钢筋、浇注现浇混凝土,形成配筋砌体剪力墙,更大地提高承载力。 Referring to Fig. 1-Fig. 9, a combined hollow block includes a top plate 1, a side wall 2, a bottom plate 3 and support legs 4, and the combined hollow block is composed of a horizontal hole block 5 and a vertical hole block 6. The horizontal hole block 5 forms a horizontal block space 7 by the top plate 1, the side wall 2 and the bottom plate 3, and the vertical hole block 6 forms more than one vertical block space 8 by a plurality of side walls 2. This combined hollow block formed by the combination of horizontal hole block 5 and vertical hole block 6, when building a wall, the horizontal hole block 5 is built outside the wall, and the vertical hole block 6 is built On the inner surface of the wall, after the wall is built, the block space 7 of the horizontal hole block 5 can prevent the heat transfer between the inner and outer walls, and improve the thermal insulation performance of this combined hollow block; the load can be changed from Multiple side walls 2 pass from the upper block to the lower block, and the bearing capacity of the block is greatly improved. At the same time, steel bars can be arranged in the block space 8 of the vertical hole block 6, and cast-in-place concrete can be poured to form a Reinforced masonry shear walls can greatly improve the bearing capacity.
所述的横孔砌块5的顶板1上有凸台或凸肋9,且顶板1外边缘有条形斜面10。在横孔砌块5的顶板1上设置凸台或凸肋9,底板3上相应处有凹槽,砌筑墙体时,可将上层砌块卡接在下层砌块上,施工方便;同时在横孔砌块5的顶板1外边缘设置条形斜面10,雨水不会渗入砌块内部侵蚀墙体,能够很好地保护好墙体。 The top plate 1 of the horizontal hole block 5 has bosses or convex ribs 9 , and the outer edge of the top plate 1 has strip-shaped slopes 10 . Bosses or convex ribs 9 are set on the top plate 1 of the horizontal hole block 5, and there are grooves at corresponding places on the bottom plate 3. When building a wall, the upper block can be clamped on the lower block, which is convenient for construction; at the same time A bar-shaped slope 10 is provided on the outer edge of the top plate 1 of the horizontal hole block 5, so that rainwater will not penetrate into the inside of the block to erode the wall, and the wall can be well protected.
所述横孔砌块5的顶板1和底板3端部两侧开有条形槽11,或/且在横孔砌块5的砌块空间7内设有保温隔热内塞12。在横孔砌块5的顶板1和底板3端部两侧开条形槽11,开槽处砌块不连接,形成断桥,减少了砌块之间的热传导,保温效果好;在横孔砌块5的砌块空间7内设置保温隔热内塞12,使砌块空间7四周被保温隔热层封住,砌块空间7与外界没有热交换、保温效果好,砌块上下层错缝砌筑时,保温隔热内塞12堵塞缝隙,也不会降低缝处的保温效果。 Both sides of the top plate 1 and the bottom plate 3 of the horizontal hole block 5 are provided with strip grooves 11, or/and a thermal insulation inner plug 12 is provided in the block space 7 of the horizontal hole block 5 . Strip grooves 11 are opened on both sides of the top plate 1 and bottom plate 3 ends of the horizontal hole blocks 5, and the blocks are not connected at the slots to form a broken bridge, which reduces the heat conduction between the blocks and has a good heat preservation effect; The block space 7 of the block 5 is provided with a thermal insulation inner plug 12, so that the surrounding of the block space 7 is sealed by the thermal insulation layer, the block space 7 has no heat exchange with the outside world, and the thermal insulation effect is good. During seam masonry, thermal insulation inner plug 12 blocks the gap, also can not reduce the thermal insulation effect of seam place.
一种组合空心砌块砌体墙体及其施工方法,包括如下步骤:a、将底层砌块用混凝土或者砂浆固定在基脚上;b、在下层组合空心砌块上抹上砂浆后,将上层组合空心砌块的支撑腿4卡在下层组合空心砌块的顶板1上,一层一层依次拼装,形成墙体。 A combined hollow block masonry wall and a construction method thereof, comprising the following steps: a. fixing the bottom block on the footing with concrete or mortar; b. after smearing the mortar on the lower combined hollow block, The supporting legs 4 of the combined hollow blocks of the upper layer are stuck on the roof 1 of the combined hollow blocks of the lower layer, and assembled layer by layer to form a wall.
一种组合空心砌块砌体墙体及其施工方法,还可以按如下步骤进行:a、将底层砌块用混凝土或者砂浆固定在基脚上;b、在下层砌块上抹上砂浆后,将上层砌块的支撑腿4卡在下层砌块的顶板1上,一层一层依次拼装,隔几层砌块距离,在上、下层砌块之间布置横向钢筋;c、在拼装好后的多层组合空心砌块的竖向砌块空间中布置竖向钢筋,并浇注现浇混凝土,待混凝土硬化后,形成配筋砌体剪力墙。 A combined hollow block masonry wall and its construction method can also be carried out according to the following steps: a. Fix the bottom block on the footing with concrete or mortar; b. After smearing the mortar on the bottom block, Clamp the supporting legs 4 of the upper block on the top plate 1 of the lower block, assemble them layer by layer, and arrange horizontal steel bars between the upper and lower blocks at intervals of several layers of blocks; c. After assembling Vertical steel bars are arranged in the vertical block space of the multi-layer combined hollow block, and cast-in-place concrete is poured. After the concrete hardens, a reinforced masonry shear wall is formed.
Claims (5)
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236477A (en) * | 2020-03-06 | 2020-06-05 | 四川中宇建设工程有限公司 | House building wall structure and construction method |
| CN114277848A (en) * | 2021-11-08 | 2022-04-05 | 浙江绿城房屋服务系统有限公司 | Waterproof and anti-seepage system for junction of underground layer and overground layer |
| CN114961030A (en) * | 2022-04-29 | 2022-08-30 | 西安建筑科技大学 | Recycled aggregate concrete mortise and tenon hollow building block and splicing method thereof |
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| CN114277848A (en) * | 2021-11-08 | 2022-04-05 | 浙江绿城房屋服务系统有限公司 | Waterproof and anti-seepage system for junction of underground layer and overground layer |
| CN114961030A (en) * | 2022-04-29 | 2022-08-30 | 西安建筑科技大学 | Recycled aggregate concrete mortise and tenon hollow building block and splicing method thereof |
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Application publication date: 20170524 |