CN104594530B - Dividing wall construction method - Google Patents
Dividing wall construction method Download PDFInfo
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- CN104594530B CN104594530B CN201510015242.2A CN201510015242A CN104594530B CN 104594530 B CN104594530 B CN 104594530B CN 201510015242 A CN201510015242 A CN 201510015242A CN 104594530 B CN104594530 B CN 104594530B
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- wall
- cement mortar
- rhizoma begoniae
- begoniae willsonii
- solid
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Abstract
The invention provides a kind of dividing wall and dividing wall construction method, belong to building technical field.It solve existing dividing wall and easily produce secondary loss, it is impossible to the problem meeting enterprise security requirement.This dividing wall includes body of wall and wiping one's face, and body of wall is formed by connecting by Rhizoma Begoniae Willsonii solid wall and block construction wall interlaced arrangement successively and being mutually twisted；The thickness of described Rhizoma Begoniae Willsonii solid wall is identical with the thickness of block construction wall；A length of 0.4～0.75 meter of Rhizoma Begoniae Willsonii solid wall, is spaced apart 3～4 meters between adjacent two sections of Rhizoma Begoniae Willsonii solid walls；Block construction wall all draws nylon marline on every layer of air-entrained concrete building block end face, nylon marline has been have steel nail, every section of Rhizoma Begoniae Willsonii solid wall and every section of block construction wall have the most at least knocked in one piece of steel nail.This body of wall, in addition to having cement mortar solidification bonding, also uses steel nail and nylon marline to connect, and it is high that this dividing wall has globality, is difficult to collapse, the advantage that safety coefficient is high.
Description
Technical field
The invention belongs to building technical field, relate to a kind of wall, particularly a kind of dividing wall.
The invention belongs to building technical field, relate to a kind of wall, particularly a kind of dividing wall construction method.
Background technology
Manage for convenience and improve safety, need to use dividing wall that plant area is carried out region separation.At present, dividing wall is adopted
Pile up to form with traditional Rhizoma Begoniae Willsonii or porous brick and wipe one's face again, dividing wall is spaced a distance and just needs to build a structural column.
Although this dividing wall sound construction, but easily produce secondary loss when collapsing, as injured personnel by a crashing object, it is impossible to meet enterprise security and want
Ask.
Summary of the invention
The present invention proposes a kind of dividing wall, and the technical problem to be solved in the present invention is how to improve the safety of dividing wall
Property.
The present invention proposes a kind of dividing wall construction method meeting practice of construction requirement.
Solving the technical problem that of the present invention can be realized by following technical proposal: this dividing wall, including body of wall and
Wiping one's face, body of wall is formed by connecting by Rhizoma Begoniae Willsonii solid wall and block construction wall interlaced arrangement successively and being mutually twisted；Described Rhizoma Begoniae Willsonii is solid
The thickness of wall is identical with the thickness of block construction wall；A length of 0.4～0.75 meter of Rhizoma Begoniae Willsonii solid wall, adjacent two sections of Rhizoma Begoniae Willsoniis are solid
3～4 meters it are spaced apart between wall；All having drawn nylon marline on every layer of air-entrained concrete building block end face in block construction wall, nylon is thin
On rope, system has on steel nail, every section of Rhizoma Begoniae Willsonii solid wall and every section of block construction wall and the most at least knocks in one piece of steel nail.
In this body of wall between Rhizoma Begoniae Willsonii and air-entrained concrete building block, remove between air-entrained concrete building block and air-entrained concrete building block
Have outside cement mortar solidification bonding, also use steel nail and nylon marline to connect so that this dividing wall globality is higher；Simultaneously by
In nylon marline, there is certain elasticity, make this dividing wall can bear bigger gas shock；In other words, this dividing wall has not
The advantage easily collapsed.Even if this dividing wall collapses, form owing to the overwhelming majority uses air-entrained concrete building block to pile up, be difficult to injure by a crashing object
People, in other words, this dividing wall has the advantage that safety coefficient is high.
In above-mentioned dividing wall, described Rhizoma Begoniae Willsonii solid wall uses standard Rhizoma Begoniae Willsonii or porous brick to pile up and form.
In above-mentioned dividing wall, described in wipe one's face by cement mortar basic unit, base course of cement mortar, alkali-resisting glass fiber stratum reticulare and cement
Mortar outer layer forms, and wipes one's face and is outwards followed successively by cement mortar basic unit, base course of cement mortar, alkali-resisting glass fiber stratum reticulare and water from surface of wall
Cement mortar outer layer.Alkali-resisting glass fiber stratum reticulare further increases the globality of dividing wall, safety and firmness.
The construction method of this dividing wall is by body of first building a wall, then wipes one's face and construct；Body of building a wall is the most according to the following steps
Carry out, first build one layer of block construction wall and build the Rhizoma Begoniae Willsonii solid wall identical with block construction wall height；Fix nylon marline again
Nylon marline is made to be in tensioned state and lean on mutually with air-entrained concrete building block end face；Then it is steel nail on nylon marline, every section
One piece of steel nail is the most at least knocked on Rhizoma Begoniae Willsonii solid wall and every section of block construction wall；Finally it is repeated in above three step until wall
Body reaches required height.
In the construction method of above-mentioned dividing wall, every piece of air-entrained concrete building block in described every section of block construction wall is equal
Knock in one piece of steel nail.
The construction method of this dividing wall is by body of first building a wall, then wipes one's face and construct；Body of building a wall is the most according to the following steps
Carrying out, body of wall divides multistage lay；In one section of body of wall, one layer of block construction wall of lay and block are high with block construction wall the most wherein
Spend identical Rhizoma Begoniae Willsonii solid wall；Fix again nylon marline make nylon marline be in tensioned state and with air-entrained concrete building block end face
Lean on mutually；Then it is steel nail on nylon marline, every section of Rhizoma Begoniae Willsonii solid wall and every section of block construction wall the most at least knock in one piece of steel
Nail；And then above three step it is repeated in until body of wall reaches required height；The last body of wall building residue hop count successively,
The body of wall building residue hop count is carried out by being repeated in aforementioned four step.
In the construction method of above-mentioned dividing wall, described in wipe one's face be that step is constructed in the following order, first by water
Earth rubber water mixing slurry is sprayed on surface of wall equably, forms cement mortar basic unit after the mixing slurry solidification of cement glue；Then exist
Smear one layer of cement mortar in cement mortar basic unit, after cement mortar solidification, form base course of cement mortar；Then cement glue is used
Alkali-resistant glass fiber mesh is sticked on base course of cement mortar by mixing slurry, forms alkali-resistant glass fiber mesh after the mixing slurry solidification of cement glue
Layer；Smear one layer of cement mortar on last alkali-resisting glass fiber stratum reticulare, after cement mortar solidification, form cement mortar outer layer.
Compared with prior art, it is high that this dividing wall and the dividing wall using the method construction to obtain have firmness, is difficult to
Collapse and advantage that safety is high.It is smooth that this dividing wall and the dividing wall using the method construction to obtain also have wall two sides,
Without the pillar protruded, it is particluarly suitable on metope decorating the picture poster of long paper.
Cement glue mixing slurry is firm with wall connecting after being sprayed on surface of wall solidification, and cement mortar substrate surface is coarse, changes
Yan Zhi, base course of cement mortar is connected with surface of wall by cement mortar basic unit, has and is connected firmly, is not likely to produce hollowing, cement
The advantages such as mortar is difficult to drop, easy construction.
Accompanying drawing explanation
Fig. 1 is the structural representation of this dividing wall.
Fig. 2 is this dividing wall plan structure partial enlarged drawing.
Fig. 3 is the partial enlarged drawing of this dividing wall.
In figure, 1, ground；2, column；3, Rhizoma Begoniae Willsonii solid wall；4, block construction wall；5, Rhizoma Begoniae Willsonii；6, air-entrained concrete building block；
7, nylon marline；8, steel nail；9, cement mortar basic unit；10, base course of cement mortar；11, alkali-resisting glass fiber stratum reticulare；12, outside cement mortar
Layer.
Detailed description of the invention
The following is the specific embodiment of the present invention and combine accompanying drawing, technical scheme is further described,
But the present invention is not limited to these embodiments.
As shown in Figure 1 to Figure 3, ground 1 having two columns 2, between two columns 2, spacing is 30 meters.This dividing wall is just built
Between two columns 2, the two ends of this dividing wall are connected correspondingly with two columns 2 respectively.
This dividing wall includes body of wall and wipes one's face.Body of wall is by Rhizoma Begoniae Willsonii solid wall 3 and block construction wall 4 interlaced arrangement successively and phase
It is connected mutually and forms, a length of 0.4～0.75 meter of Rhizoma Begoniae Willsonii solid wall 3, it is spaced apart 3 between adjacent two sections of Rhizoma Begoniae Willsonii solid walls 3
～4 meters；By test in large quantities, applicant show that above-mentioned numerical value best suits actual operation requirements, the length of Rhizoma Begoniae Willsonii solid wall 3 is spent
Interval too small between long or adjacent two sections of Rhizoma Begoniae Willsonii solid walls 3, then cost is the highest, and safety coefficient is the lowest, but firmness is higher；Rhizoma Begoniae Willsonii
The length of solid wall 3 is too short, makes firmness be unable to reach use requirement；Be spaced between adjacent two sections of Rhizoma Begoniae Willsonii solid walls 3 excessive then
Cost is the lowest, but firmness is relatively low.It is 7 sections that this specification accompanying drawing provides the quantity of Rhizoma Begoniae Willsonii solid wall 3, and it is vertical to be evenly distributed on two
Between post 2, then it is spaced apart 3.75 meters between adjacent two sections of Rhizoma Begoniae Willsonii solid walls 3；The quantity of block construction wall 4 is 8 sections.
Form as it is shown on figure 3, Rhizoma Begoniae Willsonii solid wall 3 uses the Rhizoma Begoniae Willsonii 5 of 240mm × 115mm × 53mm to pile up.Block construction wall
4 use the air-entrained concrete building block 6 of 600mm × 480mm × 240mm to pile up forms.The end of block construction wall 4 has protrusion
Bite, the two ends of Rhizoma Begoniae Willsonii solid wall 3 have and block construction wall 4 bite occlusal crib accordingly, and bite is correspondingly
In embedding occlusal crib.
Block construction wall 4 all draws nylon marline 7 on every layer of air-entrained concrete building block 6 end face, every piece of aerating in this layer
Concrete segment 6 all uses with nylon marline 7 that steel nail 8 is fixing to be connected, and nylon marline 7 and Rhizoma Begoniae Willsonii solid wall 3 are also adopted by steel nail 8 and consolidate
Fixed connection.
Dividing wall construction method is by body of first building a wall, then wipes one's face and construct.Body of building a wall uses entirety successively to pile up；Overall
Successively pile up is first to build one layer of block construction wall 4 and build the Rhizoma Begoniae Willsonii solid wall 3 the most identical with block construction wall 4；Again by nylon
The two ends of cord 7 are fixed on column 2, it is ensured that nylon marline 7 be in tensioned state and with air-entrained concrete building block 6 end face phase
Lean on；Then it is the most at least to knock in one piece on steel nail 8, every section of Rhizoma Begoniae Willsonii solid wall 3 and every section of block construction wall 4 on nylon marline 7
Steel nail 8.As in figure 2 it is shown, the every piece of air-entrained concrete building block 6 in every section of block construction wall 4 all knocks in one piece of steel nail 8.Finally depend on
Secondary repetition above three step is until body of wall reaches required height, such as 3.4 meters.
Segmentation also can be used successively to pile up according to the length that reality is built a wall, it is one section 15 meters wherein that segmentation is successively piled up
One layer of block construction wall 4 of lay and the Rhizoma Begoniae Willsonii solid wall 3 built and block construction wall 4 is the most identical in long body of wall；Again by nylon
One end of cord 7 is fixed on column 2, and the other end is fixed on Rhizoma Begoniae Willsonii solid wall 3；Then it is steel nail 8 on nylon marline 7,
One piece of steel nail 8 is the most at least knocked on every section of Rhizoma Begoniae Willsonii solid wall 3 and every section of block construction wall 4.As in figure 2 it is shown, every section of block construction
Every piece of air-entrained concrete building block 6 in wall 4 all knocks in one piece of steel nail 8.And then above three step it is repeated in until body of wall
Reach required height, such as 3.4 meters；Finally it is repeated in the length that aforementioned four step body of wall reaches required, such as 30 meters.
Wipe one's face and be made up of cement mortar basic unit 9, base course of cement mortar 10, alkali-resisting glass fiber stratum reticulare 11 and cement mortar outer layer 12,
Wipe one's face from surface of wall is outwards followed successively by cement mortar basic unit 9, base course of cement mortar 10, alkali-resisting glass fiber stratum reticulare 11 and cement mortar
Layer 12.
Wiping one's face is that step is constructed in the following order, first cement glue mixing slurry is sprayed on surface of wall equably
On, after the mixing slurry solidification of cement glue, form cement mortar basic unit 9；Then in cement mortar basic unit 9, smear one layer of cement mortar, treat
Base course of cement mortar 10 is formed after cement mortar solidification；Then use cement glue mixing slurry that alkali-resistant glass fiber mesh is sticked to cement
On screed 10, after the mixing slurry solidification of cement glue, form alkali-resisting glass fiber stratum reticulare 11；Smear on last alkali-resisting glass fiber stratum reticulare 11
One layer of cement mortar, forms cement mortar outer layer 12 after cement mortar solidification.
Claims (4)
1. the construction method of a dividing wall, it is characterised in that dividing wall includes body of wall and wipes one's face, and described body of wall is solid by Rhizoma Begoniae Willsonii
Wall (3) and block construction wall (4) interlaced arrangement successively and being mutually twisted is formed by connecting；The thickness of described Rhizoma Begoniae Willsonii solid wall (3) with
The thickness of block construction wall (4) is identical；A length of 0.4～0.75 meter of Rhizoma Begoniae Willsonii solid wall (3), adjacent two sections of Rhizoma Begoniae Willsonii solid walls
(3) 3～4 meters it are spaced apart between；Block construction wall (4) has all drawn nylon marline on every layer of air-entrained concrete building block (6) end face
(7), the upper system of nylon marline (7) has on steel nail (8), every section of Rhizoma Begoniae Willsonii solid wall (3) and every section of block construction wall (4) and the most at least knocks in
One piece of steel nail (8)；The construction method of this dividing wall is by body of first building a wall, then wipes one's face and carry out constructing；
Described body of building a wall is carried out the most according to the following steps, first builds one layer of block construction wall (4) and builds and block construction wall (4)
The most identical Rhizoma Begoniae Willsonii solid wall (3)；Fixing nylon marline (7) again makes nylon marline (7) be in tensioned state and mix with aerating
Solidifying earth building blocks (6) end face leans on mutually；Then it is steel nail (8) on nylon marline (7), every section of Rhizoma Begoniae Willsonii solid wall (3) and every section of building block
One piece of steel nail (8) is the most at least knocked on structure wall (4)；Finally it is repeated in above three step until body of wall reaches required height
Degree.
2. the construction method of a dividing wall, it is characterised in that dividing wall includes body of wall and wipes one's face, it is characterised in that described wall
Body is formed by connecting by Rhizoma Begoniae Willsonii solid wall (3) and block construction wall (4) interlaced arrangement successively and being mutually twisted；Described Rhizoma Begoniae Willsonii solid wall
(3) thickness is identical with the thickness of block construction wall (4)；A length of 0.4～0.75 meter of Rhizoma Begoniae Willsonii solid wall (3), adjacent two sections
Rhizoma Begoniae Willsonii solid wall is spaced apart 3～4 meters between (3)；Block construction wall (4) all draws on every layer of air-entrained concrete building block (6) end face
Having nylon marline (7), the upper system of nylon marline (7) has on steel nail (8), every section of Rhizoma Begoniae Willsonii solid wall (3) and every section of block construction wall (4)
The most at least knock in one piece of steel nail (8)；
The construction method of this dividing wall is by body of first building a wall, then wipes one's face and carry out constructing；
Described body of building a wall is carried out the most according to the following steps, and body of wall divides multistage lay；Lay one in one section of body of wall the most wherein
Layer block construction wall (4) and the Rhizoma Begoniae Willsonii solid wall (3) built and block construction wall (4) is the most identical；Fix nylon marline (7) again to make
Nylon marline (7) is in tensioned state and leans on mutually with air-entrained concrete building block (6) end face；Then it is steel on nylon marline (7)
Nail (8), every section of Rhizoma Begoniae Willsonii solid wall (3) and every section of block construction wall (4) the most at least knock in one piece of steel nail (8)；The most successively
Repeat above three step until body of wall reaches required height；The last body of wall building residue hop count successively, builds residue hop count
Body of wall is carried out by being repeated in aforementioned four step.
3. the construction method of a dividing wall, it is characterised in that dividing wall includes body of wall and wipes one's face, it is characterised in that described wall
Body is formed by connecting by Rhizoma Begoniae Willsonii solid wall (3) and block construction wall (4) interlaced arrangement successively and being mutually twisted；Described Rhizoma Begoniae Willsonii solid wall
(3) thickness is identical with the thickness of block construction wall (4)；A length of 0.4～0.75 meter of Rhizoma Begoniae Willsonii solid wall (3), adjacent two sections
Rhizoma Begoniae Willsonii solid wall is spaced apart 3～4 meters between (3)；Block construction wall (4) all draws on every layer of air-entrained concrete building block (6) end face
Having nylon marline (7), the upper system of nylon marline (7) has on steel nail (8), every section of Rhizoma Begoniae Willsonii solid wall (3) and every section of block construction wall (4)
The most at least knock in one piece of steel nail (8)；Described wipe one's face by cement mortar basic unit (9), base course of cement mortar (10), alkali-resisting glass fiber stratum reticulare
(11) form with cement mortar outer layer (12), wipe one's face and be outwards followed successively by cement mortar basic unit (9), base course of cement mortar from surface of wall
(10), alkali-resisting glass fiber stratum reticulare (11) and cement mortar outer layer (12)；
The construction method of this dividing wall is by body of first building a wall, then wipes one's face and carry out constructing；
Described body of building a wall is carried out the most according to the following steps, first builds one layer of block construction wall (4) and builds and block construction wall (4)
The most identical Rhizoma Begoniae Willsonii solid wall (3)；Fixing nylon marline (7) again makes nylon marline (7) be in tensioned state and mix with aerating
Solidifying earth building blocks (6) end face leans on mutually；Then it is steel nail (8) on nylon marline (7), every section of Rhizoma Begoniae Willsonii solid wall (3) and every section of building block
One piece of steel nail (8) is the most at least knocked on structure wall (4)；Finally it is repeated in above three step until body of wall reaches required height
Degree；
Described wiping one's face is that step is constructed in the following order, first cement glue mixing slurry is sprayed on surface of wall equably
On, after the mixing slurry solidification of cement glue, form cement mortar basic unit (9)；Then in cement mortar basic unit (9), smear one layer of cement bonded sand
Slurry, forms base course of cement mortar (10) after cement mortar solidification；Then cement glue mixing slurry is used to be glued by alkali-resistant glass fiber mesh
It is attached on base course of cement mortar (10), after the mixing slurry solidification of cement glue, forms alkali-resisting glass fiber stratum reticulare (11)；Last alkaline-resisting glass
Smear one layer of cement mortar in web layer (11), after cement mortar solidification, form cement mortar outer layer (12).
4. the construction method of a dividing wall, it is characterised in that dividing wall includes body of wall and wipes one's face, it is characterised in that described wall
Body is formed by connecting by Rhizoma Begoniae Willsonii solid wall (3) and block construction wall (4) interlaced arrangement successively and being mutually twisted；Described Rhizoma Begoniae Willsonii solid wall
(3) thickness is identical with the thickness of block construction wall (4)；A length of 0.4～0.75 meter of Rhizoma Begoniae Willsonii solid wall (3), adjacent two sections
Rhizoma Begoniae Willsonii solid wall is spaced apart 3～4 meters between (3)；Block construction wall (4) all draws on every layer of air-entrained concrete building block (6) end face
Having nylon marline (7), the upper system of nylon marline (7) has on steel nail (8), every section of Rhizoma Begoniae Willsonii solid wall (3) and every section of block construction wall (4)
The most at least knock in one piece of steel nail (8)；Described wipe one's face by cement mortar basic unit (9), base course of cement mortar (10), alkali-resisting glass fiber stratum reticulare
(11) form with cement mortar outer layer (12), wipe one's face and be outwards followed successively by cement mortar basic unit (9), base course of cement mortar from surface of wall
(10), alkali-resisting glass fiber stratum reticulare (11) and cement mortar outer layer (12)；
The construction method of this dividing wall is by body of first building a wall, then wipes one's face and carry out constructing；
Described body of building a wall is carried out the most according to the following steps, and body of wall divides multistage lay；Lay one in one section of body of wall the most wherein
Layer block construction wall (4) and the Rhizoma Begoniae Willsonii solid wall (3) built and block construction wall (4) is the most identical；Fix nylon marline (7) again to make
Nylon marline (7) is in tensioned state and leans on mutually with air-entrained concrete building block (6) end face；Then it is steel on nylon marline (7)
Nail (8), every section of Rhizoma Begoniae Willsonii solid wall (3) and every section of block construction wall (4) the most at least knock in one piece of steel nail (8)；The most successively
Repeat above three step until body of wall reaches required height；The last body of wall building residue hop count successively, builds residue hop count
Body of wall is carried out by being repeated in aforementioned four step；
Described wiping one's face is that step is constructed in the following order, first cement glue mixing slurry is sprayed on surface of wall equably
On, after the mixing slurry solidification of cement glue, form cement mortar basic unit (9)；Then in cement mortar basic unit (9), smear one layer of cement bonded sand
Slurry, forms base course of cement mortar (10) after cement mortar solidification；Then cement glue mixing slurry is used to be glued by alkali-resistant glass fiber mesh
It is attached on base course of cement mortar (10), after the mixing slurry solidification of cement glue, forms alkali-resisting glass fiber stratum reticulare (11)；Last alkaline-resisting glass
Smear one layer of cement mortar in web layer (11), after cement mortar solidification, form cement mortar outer layer (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510015242.2A CN104594530B (en) | 2015-01-12 | 2015-01-12 | Dividing wall construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510015242.2A CN104594530B (en) | 2015-01-12 | 2015-01-12 | Dividing wall construction method |
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| CN104594530A CN104594530A (en) | 2015-05-06 |
| CN104594530B true CN104594530B (en) | 2016-11-16 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100663923B1 (en) * | 2005-05-24 | 2007-01-09 | 이형수 | Brick build method and build apparatus |
| CN101429803A (en) * | 2008-12-05 | 2009-05-13 | 重庆大学 | Construction column used for masonry structure and its production method and special precast segment |
| US20090260312A1 (en) * | 2006-05-24 | 2009-10-22 | Yan Sup Lee | Fix Holder, Steel Wire, Bricks, and Bricks Walls Reinforcement Method Thereby |
| CN101654932A (en) * | 2009-09-25 | 2010-02-24 | 河北省烟草公司唐山市公司 | Extruded-sheet external-wall external heat insulation construction method |
| CN204385965U (en) * | 2015-01-12 | 2015-06-10 | 台州建筑安装工程公司 | Compartment wall |
-
2015
- 2015-01-12 CN CN201510015242.2A patent/CN104594530B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100663923B1 (en) * | 2005-05-24 | 2007-01-09 | 이형수 | Brick build method and build apparatus |
| US20090260312A1 (en) * | 2006-05-24 | 2009-10-22 | Yan Sup Lee | Fix Holder, Steel Wire, Bricks, and Bricks Walls Reinforcement Method Thereby |
| CN101429803A (en) * | 2008-12-05 | 2009-05-13 | 重庆大学 | Construction column used for masonry structure and its production method and special precast segment |
| CN101654932A (en) * | 2009-09-25 | 2010-02-24 | 河北省烟草公司唐山市公司 | Extruded-sheet external-wall external heat insulation construction method |
| CN204385965U (en) * | 2015-01-12 | 2015-06-10 | 台州建筑安装工程公司 | Compartment wall |
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| CN104594530A (en) | 2015-05-06 |
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