CN109025324A - A kind of split heads component and its application method controlling mortar joint width - Google Patents
A kind of split heads component and its application method controlling mortar joint width Download PDFInfo
- Publication number
- CN109025324A CN109025324A CN201810827543.9A CN201810827543A CN109025324A CN 109025324 A CN109025324 A CN 109025324A CN 201810827543 A CN201810827543 A CN 201810827543A CN 109025324 A CN109025324 A CN 109025324A
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- CN
- China
- Prior art keywords
- mortar
- hole
- split heads
- mortar joint
- joint
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Abstract
The invention discloses a kind of split heads components and its application method for controlling mortar joint width, belong to masonry structure technical field of construction.Structure is simple, cheap.The present invention can thoroughly solve the problems, such as that mortar joint width is rambunctious, the split heads is combined with mortar joint mortar by build-in mode, mortar remains to be in close contact with the brick setting of top and side by the reserving hole of split heads, under the premise of guaranteeing to build intensity, masonry mortar is avoided due to deforming when early strength is low vulnerable to top brick setting load action, thickness of mortarat bed joint and vertical mortar joint width is caused to reduce, situations such as eventually leading to mortar joint uneven distribution, to meet in low temperature, it remains to be normally carried out building construction under moist environment, realize the function that mortar joint Forming Quality can be controlled under any mal-condition, reducing mortar waste, in advance under the premise of controlled level gray seam thickness and vertical mortar joint width, further promote masonry quality, it saves and builds time and cost of labor, it accelerates construction progress, shorten work Phase.The component strength is high, it is obvious that flexible, simple installation, effect is arranged.
Description
Technical field
The present invention relates to building engineering field more particularly to a kind of split heads components for controlling mortar joint width.
Background technique
It is worldwide great with the fast development of the architecture design theories such as industrial, civilian and construction technology level
Engineering structure to complication, toweringization, greatly develop across changing, very big, corresponding secondary structures are invested in these great building structure
The construction quality of filling walling engineering also determines the quality of the quality of integrated engineering.And influence masonry structure quality because
In element, other than the dominant item of clear stipulaties in " masonry structure engineering construction quality acceptance specification ", secondary structure is built
Mortar joint quality is also particularly important.At present in domestic construction engineering, since building construction personnel individual's specialized capability is irregular
Uneven, masonry quality is difficult to unification, and gray seam thickness is even more to be difficult to ensure.So the patent has the control of masonry project quality
Great applied value.
In the present invention control mortar joint split heads core objective be carrying top brick setting load and it is indeformable, to reach logical
Own dimensions and rigidity are crossed to control the effect of mortar joint width, however at present in construction, most of is still to be built with tradition
The mode of building is filled wall construction, and mortar joint width is unable to reach requirement；There are also small part using solid cushion block as support, although
It ensure that mortar joint width, but ignore the adhesive effect between mortar and brick setting, make the contact between mortar and brick setting
Area reduces, and can undoubtedly weaken the overall stability of filling wall in this way.This patent is erected by supporting leg in the brick body surface in lower part
Face comes into full contact with mortar with adjacent brick setting by the reserving hole on split heads, make the split heads be arranged after to mortar joint mortar with
In the case that intensity effect between brick setting is minimum, guarantee that thickness of mortarat bed joint and vertical mortar joint width are effectively controlled；
Under the premise of reducing mortar waste, in advance controlled level gray seam thickness and vertical mortar joint width, masonry quality is further promoted,
It saves and builds time and cost of labor, accelerate construction progress, shorten the construction period.The component strength is high, setting flexibly, simple installation,
Effect is obvious.
Summary of the invention
The present invention can thoroughly solve the problems, such as that mortar joint width is rambunctious, make the split heads and mortar joint mortar by build-in mode
It combines, mortar remains to be in close contact with the brick setting of top and side by the reserving hole of split heads, is guaranteeing to build
Under the premise of intensity, masonry mortar is avoided due to deforming when early strength is low vulnerable to top brick setting load action,
Situations such as causing thickness of mortarat bed joint and vertical mortar joint width to reduce, eventually leading to mortar joint uneven distribution, thus meet low temperature,
It remains to be normally carried out building construction under moist environment, realizes the function that can control mortar joint Forming Quality under any mal-condition
Energy.
In order to solve the above-mentioned technical problem, the invention discloses a kind of split heads components for controlling mortar joint width, including first
Split heads, the second split heads and steel skeleton, first split heads are " convex " type of bottom with opening, and first split heads is in control
The adjacent brick setting mortar joint width in portion and between the brick setting of lower part gray seam thickness split heads, second split heads be wall edge
The edge of dedicated split heads, first split heads is equipped with steel skeleton, and the steel skeleton makes the first split heads integrally have rigidity, can
Carry top brick setting load and it is indeformable, first split heads bottom both sides be supporting leg, first split heads and the second horse
Stool is equipped with mortar through hole, and the mortar through hole is logical including the first mortar through hole, the second mortar through hole, third mortar
Via hole, the 4th mortar through hole, the 5th mortar through hole, the 6th mortar through hole and the 7th mortar through hole, second horse
Stool is hollow cube structure, and second split heads is equipped with the 8th mortar through hole, the 9th mortar through hole, the tenth mortar
Through hole and the 11st mortar through hole.
Further, the thickness of first split heads and the second split heads is 1mm, the second mortar through hole, third
Mortar through hole, the 5th mortar through hole and the 6th mortar through hole are having a size of 6mm × 7mm, the first mortar through hole,
Four mortar through holes, the 7th mortar through hole, the 8th mortar through hole, the 9th mortar through hole, the tenth mortar through hole and
For 11 mortar through holes having a size of 6mm × 6mm, depth is 1mm；Supporting leg is having a size of 5mm × 10mm.
A kind of application method for the split heads component controlling mortar joint width, in such a way that split heads is directly embedded into mortar joint mortar,
Come into full contact with mortar through hole with adjacent brick setting, to the intensity between mortar joint mortar and brick setting after the first split heads is arranged
It influences minimum, guarantees the integral strength of wall with this.
Further, a kind of application method for the split heads component controlling mortar joint width, comprising the following steps:
Firstly, determine the practical structures size of the first split heads and the second stirrup and calculate allowable load, it is most lower by determination
The mortar joint specification required in the load intensity and " masonry structure engineering construction quality acceptance specification " that layer mortar joint is born, processing and fabricating
The component；
Secondly the characteristics of being unlikely to deform using rigid material intensity stabilization, in building construction as needed in position appropriate
Set insertion split heads；
It is built finally, continuing top brick setting according to above step, it is horizontal after mortar joint mortar reaches some strength
Gray seam thickness and vertical mortar joint width are not substantially change.
Compared with prior art, the present invention can obtain following technical effect:
1) reserving hole comes into full contact with mortar with brick setting, guarantees filling wall integral strength, achieves noticeable achievement；
2) easy to operate, component is placed in mortar joint by construction personnel when need to only build, convenient for construction；
3) production is simple, cheap.
Concrete principle of the invention is as follows: firstly, size and calculating allowable load of the present invention in practical structures, by true
Determine the mortar joint specification required in the load intensity and " masonry structure engineering construction quality acceptance specification " of lowest level mortar joint receiving, adds
Work makes the component；Secondly the characteristics of being unlikely to deform using rigid material intensity stabilization, in building construction as needed suitable
When position insertion split heads to achieve the purpose that control gray seam thickness and vertical mortar joint width.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, those of ordinary skill in the art are come
It says, without creative efforts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the master of the first split heads in the present invention, bows, three view structural schematic diagram of a left side.
Fig. 2 is the master of the second split heads in the present invention, bows, three view structural schematic diagram of a left side.
Fig. 3 is the master of the first split heads in the present invention, bows, left three apparent size structural schematic diagrams.
Fig. 4 is the master of the second split heads in the present invention, bows, left three apparent size structural schematic diagrams.
Fig. 5 is the use structural schematic diagram of the first split heads and the second split heads in the present invention.
In figure: 1, first split heads, the 2, second split heads, 3, steel skeleton, 4, supporting leg, the 5, first mortar through hole, 6, second
Mortar through hole, 7, third mortar through hole, the 8, the 4th mortar through hole, the 9, the 5th mortar through hole, the 10, the 6th mortar pass through
Hole, the 11, the 7th mortar through hole, the 12, the 8th mortar through hole, the 13, the 9th mortar through hole, the 14, the tenth mortar through hole,
15, the 11st mortar through hole.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to
Limit the present invention.
With reference to the accompanying drawing and specific embodiment is further described application principle of the invention.
Embodiment one
As shown in FIG. 1 to FIG. 2: a kind of split heads component controlling mortar joint width, the first split heads 1, the second split heads 2 and reinforcing bar
Frame, first split heads are " convex " type of bottom with opening, and first split heads is that the adjacent brick setting mortar joint in control top is loose
Degree and between the brick setting of lower part gray seam thickness split heads, second split heads 2 be the dedicated split heads in wall edge, described first
The edge of split heads 1 is equipped with steel skeleton, and the steel skeleton makes the first split heads integrally have rigidity, can carry top brick setting lotus
It carries and indeformable, first split heads bottom both sides are that supporting leg 4, first split heads 1 and the second split heads 2 are logical equipped with mortar
Via hole, the mortar through hole include the first mortar through hole 5, the second mortar through hole 6, third mortar through hole 7, the 4th sand
Slurry through hole 8, the 5th mortar through hole 9, the 6th mortar through hole 10 and the 7th mortar through hole 11, second split heads 2 are
Hollow cube structure, second split heads 2 are equipped with the 8th mortar through hole 12, the 9th mortar through hole 13, the tenth sand
Starch through hole 14 and the 11st mortar through hole 15.
The thickness of first split heads 1 and the second split heads 2 is 1mm, and the second mortar through hole 6, third mortar are logical
Via hole 7, the 5th mortar through hole 9 and the 6th mortar through hole 10 are having a size of 6mm × 7mm, the first mortar through hole 5,
Four mortar through holes 8, the 7th mortar through hole 11, the 8th mortar through hole 12, the 9th mortar through hole 13, the tenth mortar pass through
Having a size of 6mm × 6mm, depth is 1mm for hole 14 and the 11st mortar through hole 15；Supporting leg 4 is having a size of 5mm × 10mm.
A kind of application method for the split heads component controlling mortar joint width, in such a way that split heads is directly embedded into mortar joint mortar,
Come into full contact with mortar through hole with adjacent brick setting, to the intensity between mortar joint mortar and brick setting after the first split heads is arranged
It influences minimum, guarantees the integral strength of wall with this.
A kind of application method for the split heads component controlling mortar joint width, comprising the following steps:
Firstly, determining the practical structures size of the first split heads 1 and the second stirrup 2 and calculating allowable load, by determining most
The mortar joint specification required in the load intensity and " masonry structure engineering construction quality acceptance specification " that lower layer's mortar joint is born, processing system
Make the component；
Secondly the characteristics of being unlikely to deform using rigid material intensity stabilization, in building construction as needed in position appropriate
Set insertion split heads；
It is built finally, continuing top brick setting according to above step, it is horizontal after mortar joint mortar reaches some strength
Gray seam thickness and vertical mortar joint width are not substantially change.
Claims (4)
1. a kind of split heads component for controlling mortar joint width, it is characterised in that: the first split heads (1), the second split heads (2) and steel skeleton,
First split heads (1) is " convex " type of bottom with opening, and first split heads (1) is the adjacent brick setting mortar joint in control top
Width and between the brick setting of lower part gray seam thickness split heads, second split heads (2) be the dedicated split heads in wall edge, it is described
The edge of first split heads (1) is equipped with steel skeleton, and the steel skeleton makes the first split heads (1) integrally have rigidity, can carry
Portion's brick setting load and it is indeformable, the first split heads (1) bottom both sides be supporting leg (4), first split heads (1) and second
Split heads (2) is equipped with mortar through hole, and the mortar through hole includes the first mortar through hole (5), the second mortar through hole
(6), third mortar through hole (7), the 4th mortar through hole (8), the 5th mortar through hole (9), the 6th mortar through hole (10)
With the 7th mortar through hole (11), second split heads (2) is hollow cube structure, and second split heads (2) is equipped with
8th mortar through hole (12), the 9th mortar through hole (13), the tenth mortar through hole (14) and the 11st mortar through hole
(15)。
2. a kind of split heads component for controlling mortar joint width according to claim 1, it is characterised in that: first split heads
(1) and the thickness of the second split heads (2) is 1mm, the second mortar through hole (6), third mortar through hole (7), the 5th sand
Through hole (9) and the 6th mortar through hole (10) are starched having a size of 6mm × 7mm, the first mortar through hole (5), the 4th mortar
Through hole (8), the 7th mortar through hole (11), the 8th mortar through hole (12), the 9th mortar through hole (13), the tenth mortar are logical
Having a size of 6mm × 6mm, depth is 1mm for via hole (14) and the 11st mortar through hole (15)；Supporting leg (4) having a size of 5mm ×
10mm。
3. a kind of application method of split heads component for controlling mortar joint width according to claim 1, it is characterised in that: to incite somebody to action
Split heads is directly embedded into the mode of mortar joint mortar, comes into full contact with mortar through hole with adjacent brick setting, and the first split heads (1) is arranged
It is minimum to the intensity effect between mortar joint mortar and brick setting afterwards, guarantee the integral strength of wall with this.
4. a kind of application method of split heads component for controlling mortar joint width according to claim 3, which is characterized in that including
Following steps:
Firstly, determining the practical structures size of the first split heads (1) (1) and the second stirrup (2) and calculating allowable load, pass through determination
The mortar joint specification required in the load intensity and " masonry structure engineering construction quality acceptance specification " that lowest level mortar joint is born, processing
Make the component；
Secondly the characteristics of being unlikely to deform using rigid material intensity stabilization, it is embedding in position as needed in building construction
Enter split heads；
It is built finally, continuing top brick setting according to above step, after mortar joint mortar reaches some strength, horizontal mortar joint
Thickness and vertical mortar joint width are not substantially change.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810827543.9A CN109025324A (en) | 2018-07-25 | 2018-07-25 | A kind of split heads component and its application method controlling mortar joint width |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810827543.9A CN109025324A (en) | 2018-07-25 | 2018-07-25 | A kind of split heads component and its application method controlling mortar joint width |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109025324A true CN109025324A (en) | 2018-12-18 |
Family
ID=64645056
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810827543.9A Pending CN109025324A (en) | 2018-07-25 | 2018-07-25 | A kind of split heads component and its application method controlling mortar joint width |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109025324A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3745735A (en) * | 1972-02-24 | 1973-07-17 | F Casano | Tile spacing construction |
| CN102561161A (en) * | 2011-12-31 | 2012-07-11 | 深圳市建筑科学研究院有限公司 | Method for paving water-permeable brick-paved ground and water permeation locator |
| CN103410331A (en) * | 2013-07-22 | 2013-11-27 | 苏州苏明装饰股份有限公司 | Wet combining process for vitrified porcelain tiles |
| CN105658882A (en) * | 2013-10-02 | 2016-06-08 | 乔纳森·E·琼斯 | Concrete block spacer system |
-
2018
- 2018-07-25 CN CN201810827543.9A patent/CN109025324A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3745735A (en) * | 1972-02-24 | 1973-07-17 | F Casano | Tile spacing construction |
| CN102561161A (en) * | 2011-12-31 | 2012-07-11 | 深圳市建筑科学研究院有限公司 | Method for paving water-permeable brick-paved ground and water permeation locator |
| CN103410331A (en) * | 2013-07-22 | 2013-11-27 | 苏州苏明装饰股份有限公司 | Wet combining process for vitrified porcelain tiles |
| CN105658882A (en) * | 2013-10-02 | 2016-06-08 | 乔纳森·E·琼斯 | Concrete block spacer system |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181218 |
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| RJ01 | Rejection of invention patent application after publication |