CN206256570U - Novel belt tenon stone walling - Google Patents
Novel belt tenon stone walling Download PDFInfo
- Publication number
- CN206256570U CN206256570U CN201621249955.1U CN201621249955U CN206256570U CN 206256570 U CN206256570 U CN 206256570U CN 201621249955 U CN201621249955 U CN 201621249955U CN 206256570 U CN206256570 U CN 206256570U
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- CN
- China
- Prior art keywords
- tenon
- building block
- stone walling
- stone
- novel belt
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Abstract
The utility model discloses a kind of novel belt tenon stone walling, the novel belt tenon stone walling is designed as the stone walling structure with the main building block of unfilled corner Yu the mutual mortise and tenon of tenon building block, the globality for enhancing stone walling is acted on by the mortise and tenon of tenon building block, it is effectively prevented from the main building block of upper and lower row and sliding rupture occurs along horizontal mortar joint under seismic loading, the shearing strength and anti-seismic performance of stone walling are greatly improved, and by the surface treatment to tenon building block so as to form special elevation of building effect.
Description
Technical field
The utility model is related to construction engineering technical field, especially a kind of novel belt tenon stone walling.
Background technology
Architectural appearance of the stone structure building with excellent durability and simpleness, is architecture structure form the most ancient,
Still there is use in some areas at present.China southeastern coastal areas in the stone structure house process of construction having a large capacity and a wide range, to chase after
The stone walling of construction efficiency, most of stone structure houses is asked to be built by laying bricks or stones using the masonry way that slurry is got rid of in laid dry, laid dry is got rid of slurry and is difficult to
Ensure the plumpness of masonry mortar in adjacent strip lime seam, and in the past generally using the very low tabia of intensity as building sand by laying bricks or stones
Slurry, causes the shearing strength of stone walling mortar joint relatively low.Due to the antidetonation of globality and shearing strength for overall stone structure of stone walling
Performance is most important, is got rid of using laid dry and grouts the stone walling built and the earthquake safety of stone structure house is there is very big hidden danger.In recent years
Come, machine cuts and is widely applied in the exploitation and processing of stone material, the machining accuracy of stone material is effectively increased, using machine
The cutting rectangular slab of stone carries out building stone walling by laying bricks or stones, can save the inside and outside decoration cost of stone walling, reaches attractive in appearance, durable, economic effect；Meanwhile, machine
Device cutting stone material surfacing, can conveniently carry out being grouted without pad paving and build, and be conducive to improving the shear behavior of stone walling mortar joint.Although
Grouted without pad paving and build the mortar joint shearing strength of stone walling and get rid of to grout higher than laid dry and build stone walling, but its intensity is still relatively limited, therefore, such as
What further enhances the shearing strength of stone walling mortar joint, is the key for improving stone walling globality and anti-seismic performance.
Utility model content
In order to solve the above-mentioned problems in the prior art, the utility model provides one kind and effectively improves the rectangular slab of stone builds stone by laying bricks or stones
The novel belt tenon stone walling of wall horizontal mortar joint shearing strength.
The technical scheme that the utility model is provided is as follows：A kind of novel belt tenon stone walling, is built by multi-layer building block layer by mortar
Build and form, every layer of building block layer includes the main building block of unfilled corner of multiple bands, between the main building block unfilled corner of the upper and lower two-layer building block layer
Multiple holes are formed, tenon building block is embedded with described hole so as to form the stone walling structure of main building block and the mutual mortise and tenon of tenon building block.
In preferred embodiment of the present utility model, described hole is rhombus, the tenon building block cross section be correspondingly arranged for
Rhombus.
In preferred embodiment of the present utility model, the cross-sectional width with the unfilled corner intact Angle Position of main building block and height
Degree respectively may be about 200mm and 250mm.
In preferred embodiment of the present utility model, the unfilled corner with the main building block of unfilled corner is highly no more than 50mm.
In preferred embodiment of the present utility model, vertical catercorner length and the horizontal diagonal line of described hole cross section
The ratio of length is 1：1 to 1：2.
In preferred embodiment of the present utility model, the material with the main building block of unfilled corner is stone material.
In preferred embodiment of the present utility model, the material of the tenon building block is stone material or armored concrete or steel.
In preferred embodiment of the present utility model, binding material is scribbled between the upper and lower two-layer building block layer, it is described viscous
Knot material is pure water cement paste or fine sand cement mortar.
The utility model produce beneficial effect be：The novel belt tenon stone walling is designed as the band main building block of unfilled corner and tenon building block
The stone walling structure of mutual mortise and tenon, the globality for enhancing stone walling is acted on by the mortise and tenon of tenon building block, is effectively prevented from upper and lower row master
There is sliding rupture in building block, greatly improve the shearing strength and shock resistance of stone walling under seismic loading along horizontal mortar joint
Can, and by the surface treatment to tenon building block so as to form special elevation of building effect.
Brief description of the drawings
Fig. 1 is the facade structures view with tenon stone walling of the present utility model；
Fig. 2 is the stereochemical structure view with tenon stone walling of the present utility model；
Fig. 3 is the lateral cross section sectional view with tenon stone walling in Fig. 2；
Fig. 4 is the longitudinal cross-section sectional view with tenon stone walling in Fig. 2.
Specific embodiment
Referring to Fig. 1 to Fig. 4, a kind of novel belt tenon stone walling is built by laying bricks or stones on basis 4, often by multi-layer building block layer 10 by mortar
Layer building block layer 10 includes the main building block 1 of unfilled corner of multiple bands, and multiple tenon building blocks 2, tenon building block 2 are embedded between upper and lower two-layer building block layer 10
It is embedded in hole so as to form the stone walling structure of main building block 11 and the mutual mortise and tenon of tenon building block 2, the band main building block 1 of unfilled corner uses machine
Cutting is formed, and the cross sectional shape of tenon building block 2 is rhombus, with rhombus hole of upper and lower two row with being formed at the main unfilled corner of building block 1 of unfilled corner
Matching, the cross-sectional width with the unfilled corner intact Angle Position of main building block 1 and height respectively may be about 200mm and 250mm, the band main block of unfilled corner
The unfilled corner of block 1 is highly no more than 50mm, and vertical catercorner length and the ratio of horizontal diagonal line length of the cross section of tenon building block 2 are
1：1-1：2, the material of tenon building block 2 can be with the stone material with the unfilled corner identical or different kind of main building block 1, armored concrete or
Steel, the length of tenon building block 2 can greater than, equal to, filled less than the width with the main building block 1 of unfilled corner, in horizontal mortar joint 3 and bond material
Material, the binding material is pure water cement paste or fine sand cement mortar, and upper and lower two row is made with the main building block of unfilled corner using the binding material
1 is bonded in together.
The building method that the present embodiment is described in detail in detail is as follows：Including comprise the following steps that：
(1) the suitable rectangular slab of stone of specification is selected, the band main building block 1 of unfilled corner and tenon building block 2 is made using machine cutting, according to
Concrete engineering selects stone walling resistance to compression and the requirement of shearing strength suitable stone material kind and rectangular slab of stone size, and using machine cutting
Shaping；
(2) the first row band main building block 1 of unfilled corner is built by laying bricks or stones on basis 4 using high-strength binding material, high-strength binding material
Far above the intensity of other binding materials, the high-strength binding material is pure water cement paste or fine sand cement mortar to intensity；
(3) binding material is laid on interface with unfilled corner main building by laying bricks or stones for building block 1 in lower row, tenon building block 2 is built by laying bricks or stones in lower row's phase
In the V-shaped groove of the main building block 1 of adjacent band unfilled corner.
(4) row of building by laying bricks or stones is with the main building block 1 of unfilled corner, and makes the unfilled corner with the main building block 1 of unfilled corner with the phase tooth of tenon building block 2 below
Close.
In sum, novel belt tenon stone walling design is main building block 1 and the stone walling structure of the mutual mortise and tenon of tenon building block 2, is passed through
The mortise and tenon effect of tenon building block 2 enhances the globality of stone walling, is effectively prevented from the main building block of upper and lower row in seismic loading lower edge
There is sliding rupture in horizontal mortar joint, greatly improve the shearing strength and anti-seismic performance of stone walling, and by the table to tenon building block
Face is processed so as to form special elevation of building effect.
A specific embodiment of the present utility model is above are only, but design concept of the present utility model is not limited to
This, all changes for carrying out unsubstantiality to the utility model using this design all should belong to infringement the utility model protection domain
Behavior.
Claims (8)
1. a kind of novel belt tenon stone walling, is built by laying bricks or stones by mortar by multi-layer building block layer and formed, it is characterised in that：Every layer of building block layer
Multiple holes, described hole are formed including the main building block of unfilled corner of multiple bands, between the main building block unfilled corner of the upper and lower two-layer building block layer
In be embedded with tenon building block so as to form the stone walling structure of main building block and the mutual mortise and tenon of tenon building block.
2. novel belt tenon stone walling according to claim 1, it is characterised in that：Described hole is rhombus, the tenon block transverse
It is rhombus that section is correspondingly arranged.
3. novel belt tenon stone walling according to claim 1, it is characterised in that：It is described with the unfilled corner intact Angle Position of main building block
Cross-sectional width and height respectively may be about 200mm and 250mm.
4. novel belt tenon stone walling according to claim 1, it is characterised in that：The unfilled corner height with the main building block of unfilled corner is not
More than 50mm.
5. novel belt tenon stone walling according to claim 2, it is characterised in that：The vertical diagonal line length of described hole cross section
Degree is 1 with the ratio of horizontal diagonal line length：1 to 1：2.
6. novel belt tenon stone walling according to claim 1, it is characterised in that：The material with the main building block of unfilled corner is stone
Material.
7. novel belt tenon stone walling according to claim 1, it is characterised in that：The material of the tenon building block is stone material or reinforcing bar
Concrete or steel.
8. novel belt tenon stone walling according to claim 1, it is characterised in that：Scribbled between the upper and lower two-layer building block layer viscous
Knot material, the binding material is pure water cement paste or fine sand cement mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621249955.1U CN206256570U (en) | 2016-11-22 | 2016-11-22 | Novel belt tenon stone walling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621249955.1U CN206256570U (en) | 2016-11-22 | 2016-11-22 | Novel belt tenon stone walling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206256570U true CN206256570U (en) | 2017-06-16 |
Family
ID=59025899
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621249955.1U Expired - Fee Related CN206256570U (en) | 2016-11-22 | 2016-11-22 | Novel belt tenon stone walling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206256570U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592816A (en) * | 2016-11-22 | 2017-04-26 | 华侨大学 | Novel tenoned stone wall and stone wall building method |
-
2016
- 2016-11-22 CN CN201621249955.1U patent/CN206256570U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592816A (en) * | 2016-11-22 | 2017-04-26 | 华侨大学 | Novel tenoned stone wall and stone wall building method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170616 Termination date: 20171122 |