CN206143951U - Connected node of rammed earth wall and blockwork - Google Patents
Connected node of rammed earth wall and blockwork Download PDFInfo
- Publication number
- CN206143951U CN206143951U CN201621040088.0U CN201621040088U CN206143951U CN 206143951 U CN206143951 U CN 206143951U CN 201621040088 U CN201621040088 U CN 201621040088U CN 206143951 U CN206143951 U CN 206143951U
- Authority
- CN
- China
- Prior art keywords
- blockwork
- constructional column
- wall
- rammed earth
- loam wall
- 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.)
- Expired - Fee Related
Links
- 238000009414 blockwork Methods 0.000 title claims abstract description 38
- 239000004567 concrete Substances 0.000 claims abstract description 26
- 239000004568 cement Substances 0.000 claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 239000011449 brick Substances 0.000 claims abstract description 8
- 239000004575 stone Substances 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 33
- 239000010959 steel Substances 0.000 claims description 33
- 230000002787 reinforcement Effects 0.000 claims description 16
- 239000011150 reinforced concrete Substances 0.000 claims description 9
- 210000003205 muscle Anatomy 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims description 2
- 210000000988 bone and bone Anatomy 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 5
- 238000005728 strengthening Methods 0.000 abstract description 2
- 238000005336 cracking Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 abstract 1
- 230000035939 shock Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 3
- 230000010412 perfusion Effects 0.000 description 3
- 206010055018 Gingival cyst Diseases 0.000 description 2
- 210000004907 gland Anatomy 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Abstract
The utility model relates to a connected node of rammed earth wall and blockwork belongs to the architectural engineering technology field. The utility model discloses connected node of rammed earth wall and blockwork comprises with light weight cement brick blockwork antidetonation rammed earth wall. Establish the constructional column at rammed earth wall with the node of blockwork, spread the anti net that splits of zigzag rule type at the every rammer certain distance of rammed earth wall and come the intensity with strong joint position rammed earth wall to if the drawknot reinforcing bar stretches into the interior vertical drawknot of strengthening constructional column and rammed earth wall of constructional column. The light weight cement brick whenever build by laying bricks or stones the certain distance reserve the indenting hole and competent stretch into the constructional column to the drawknot reinforcing bar in, form constructional column and indenting at the reservation indenting of blockwork hole placing concrete. Its rammed earth wall and light weight cement brick blockwork make the wholeness of wall body strengthen under passing through constructional column and anti -cracking mesh's combined action. The utility model discloses play the nodal connection who strengthens rammed earth wall and blockwork, showing the effect that improves the shock resistance.
Description
Technical field
The utility model is related to the connecting node of a kind of loam wall and blockwork, belongs to construction engineering technical field.
Background technology
Rammed earth local-style dwelling houses is gathered materials on the spot, cheap, the extensive utilization in the poor rural area in western China.Rammed earth local-style dwelling houses
It is the important component part in traditional characteristicses village, by taking province with rich ethnic culture Yunnan as an example, the traditional residence of its 26 Ge Shi resident race
All more or less using the raw-soil as construction material.With the development and application of science and technology, existing antidetonation rammed earth wall technology exists
Used in new rural village antidetonation local-style dwelling houses, safeguard that wall has good thermal and insulating performance outside antidetonation loam wall.But using process
In, indoor partition is also adopted by loam wall so that architecture indoor usable floor area is reduced, and time-consuming.Thus, it is necessary to be directed to this
The deficiency of one problem, proposes improved technology, mitigates construction intensity, and then lays the first stone for wideling popularize for antidetonation loam wall.
Its subject matter is that at present in the case where house site resource is more nervous, rammed earth body of wall occupied area is larger, is rammed
Native efficiency of construction is than relatively low, architecture indoor usable floor area reduction.This problem need to improve.
Therefore, it is to realize reducing foundations of a house ground area, mitigates construction intensity, increases architecture indoor usable floor area, it is necessary to open
The connecting node for sending out loam wall a kind of with blockwork, and then foundations of a house ground area is reduced, construction intensity is reduced, and increases architecture indoor
Usable floor area.
The content of the invention
The technical problems to be solved in the utility model is to overcome that the floor space of loam wall is big, and indoor usable floor area is little,
The shortcomings of low construction efficiency, earth building is revitalized, reduce construction intensity, increase architecture indoor usable floor area, reduce house site, passed
Earth building characteristic is held, there is provided the connecting node of a kind of loam wall and blockwork, to solve the above problems.
The technical solution of the utility model is：The connecting node of a kind of loam wall and blockwork, including armored concrete bar
Shape basis 1, loam wall 2, blockwork 10, constructional column 8, horse tooth trough 9, zigzag ruler shape anti-crack net 3, horizontal steel tie I 4, level draw
Knot reinforcing bar II 7, stirrup 5, vertical reinforcement 6；
The vertical reinforcement 6 and stirrup 5 of constructional column 8 are fixed into the framework of steel reinforcement of constructional column 8 on concrete continuous footing 1,
Horizontal steel tie I 4, the fixation of horizontal steel tie II 7 are carried out again；Loam wall 2 on reinforced concrete strip foundation 1 is every
Building certain altitude, the ambient level of constructional column 8 spreads zigzag ruler shape anti-crack net 3 on loam wall 2, in armored concrete bar shaped base
Light weight cement blocks wall 10 on plinth 1 reserves at a certain distance the position of horse tooth trough 9 with the junction of constructional column 8, by concrete
The framework of steel reinforcement of constructional column 8 and the reserved gingival cyst of mucous gland in the newborn of light weight cement blocks wall 10 are filled into along the position of the reserving hole of horse tooth trough 9
Constructional column 8 and horse tooth trough 9 are formed in the reserving hole of raft 9.
The loam wall 2 arranges cast-in-place concrete constructional column 8 with the intersection of blockwork 10, and vertical reinforcement 6 is embedded in reinforcing bar
On concrete continuous footing 1.
The horizontal steel tie I 4 end in loam wall 2 is rectangular.
The horizontal steel tie II 7 end in light weight cement blocks wall 10 at right angles, is returned in the end of constructional column 8
It is curved, directly hook vertical spiral 6.
The zigzag ruler shape anti-crack net 3 spreads in loam wall 2 in the reserved position of constructional column 8 in middle part per building certain altitude level
If.
The constructional column 8 is finished to be built by laying bricks or stones with light weight cement blocks wall 10 and finished in the building of loam wall 2, then in horse tooth trough 9
The position concrete perfusion of reserving hole.
The beneficial effects of the utility model are：The globality of body of wall is ensure that, node connection is enhanced, body of wall is improve whole
Body anti-seismic performance.Its constructional column is put into rammed earth within the walls, and three faces are loam wall, are simultaneously blockwork, it is not necessary to formwork supporting plate, saves mould
Plate.Match somebody with somebody anti-crack net at loam wall and constructional column, strengthen constructional column to strengthening drawknot at the weakening of loam wall.Its loam wall and construction
There is steel tie between post, improve longitudinal drawknot of loam wall and constructional column.Partition wall replaces loam wall with blockwork, reduces
Construction intensity, reduces body of wall occupied area, increased interior and uses space.
Description of the drawings
Fig. 1 is loam wall of the present utility model and blockwork connecting node constructional column framework of steel reinforcement schematic diagram；
Fig. 2 is loam wall of the present utility model and blockwork connecting node zigzag ruler shape anti-crack net position view；
Fig. 3 is loam wall of the present utility model and blockwork connecting node loam wall and blockwork position view；
Fig. 4 is loam wall of the present utility model and each material layer position relationship schematic diagram of blockwork connecting node；
Fig. 5 is loam wall of the present utility model and blockwork connecting node vertical section schematic diagram；
Fig. 6 is loam wall of the present utility model and blockwork connecting node schematic cross section；
In figure：1- reinforced concrete strip foundations, 2- loam walls, 3- zigzag ruler shape anti-crack nets, the horizontal steel ties I of 4-, 5-
Stirrup, the vertical spirals of 6-, the flat steel ties II of 7-, 8- constructional columns, 9- horse tooth troughs, 10- light weight cement blocks walls.
Specific embodiment
With reference to the accompanying drawings and detailed description, the invention will be further described.
Embodiment 1：As shown in figures 1 to 6, a kind of connecting node of loam wall and blockwork, including armored concrete bar shaped base
Plinth 1, loam wall 2, blockwork 10, constructional column 8, horse tooth trough 9, zigzag ruler shape anti-crack net 3, horizontal steel tie I 4, horizontal drawknot steel
Muscle II 7, stirrup 5, vertical reinforcement 6；
The vertical reinforcement 6 and stirrup 5 of constructional column 8 are fixed into the framework of steel reinforcement of constructional column 8 on concrete continuous footing 1,
Horizontal steel tie I 4, the fixation of horizontal steel tie II 7 are carried out again；Loam wall 2 on reinforced concrete strip foundation 1 is every
Building certain altitude, the ambient level of constructional column 8 spreads zigzag ruler shape anti-crack net 3 on loam wall 2, in armored concrete bar shaped base
Light weight cement blocks wall 10 on plinth 1 reserves at a certain distance the position of horse tooth trough 9 with the junction of constructional column 8, by concrete
The framework of steel reinforcement of constructional column 8 and the reserved gingival cyst of mucous gland in the newborn of light weight cement blocks wall 10 are filled into along the position of the reserving hole of horse tooth trough 9
Constructional column 8 and horse tooth trough 9 are formed in the reserving hole of raft 9.
The loam wall 2 arranges cast-in-place concrete constructional column 8 with the intersection of blockwork 10, and vertical reinforcement 6 is embedded in reinforcing bar
On concrete continuous footing 1.
The horizontal steel tie I 4 end in loam wall 2 is rectangular.
The horizontal steel tie II 7 end in light weight cement blocks wall 10 at right angles, is returned in the end of constructional column 8
It is curved, directly hook vertical spiral 6.
The zigzag ruler shape anti-crack net 3 spreads in loam wall 2 in the reserved position of constructional column 8 in middle part per building certain altitude level
If.
The constructional column 8 is finished to be built by laying bricks or stones with light weight cement blocks wall 10 and finished in the building of loam wall 2, then in horse tooth trough 9
The position concrete perfusion of reserving hole.
Embodiment 2：As shown in figures 1 to 6, a kind of connecting node of loam wall and blockwork, including armored concrete bar shaped base
Plinth 1, loam wall 2, blockwork 10, constructional column 8, horse tooth trough 9, zigzag ruler shape anti-crack net 3, horizontal steel tie I 4, horizontal drawknot steel
Muscle II 7, stirrup 5, vertical spiral 6.
The vertical spiral 6 and stirrup 5 of constructional column 8 are fixed into into the reinforcing bar of constructional column 8 on concrete continuous footing 1
Skeleton, then carry out horizontal steel tie I 4, the fixation of horizontal steel tie II 7.Rammed earth on reinforced concrete strip foundation 1
Per building certain altitude, the ambient level of constructional column 8 spreads zigzag ruler shape anti-crack net 3 to wall 2 on loam wall 2.In armored concrete
Light weight cement blocks wall 10 in strip footing 1 reserves at a certain distance the position of horse tooth trough 9 with the junction of constructional column 8.Will
Concrete is pre- with light weight cement blocks wall 10 along the framework of steel reinforcement that the position of the reserving hole of horse tooth trough 9 is filled into constructional column 8
Stay and formed in the reserving hole of horse tooth trough 9 constructional column 8 and horse tooth trough 9.
The round steel of a diameter of 6mm of the stirrup 5, the vertical range of its stirrup 5 is 200mm.
The vertical reinforcement 6 of cast-in-place concrete constructional column 8 is set in loam wall 2 and the intersection of blockwork 10 and is embedded in reinforced concrete
It is the spiral of four a diameter of 4mm in native strip footing 1, its concrete protective thickness is not less than 25mm.
At right angles, in the end back bending of constructional column 8, directly hook the horizontal steel tie I 4 end in loam wall 2
Vertical spiral 6.It is that the spiral vertical interval of two a diameter of 6mm is not more than 500mm, is stretched in loam wall 2
Length is not less than 700mm.
The horizontal steel tie II 7 end in light weight cement blocks wall 10 at right angles, is returned in the end of constructional column 8
It is curved, directly hook vertical spiral 6.It is that the spiral vertical interval of two a diameter of 6mm is not more than 500mm, is stretched into
Length in light weight cement blocks wall 10 is not less than 700mm.
The zigzag ruler shape anti-crack net 3 spreads in loam wall 2 in the reserved position of constructional column 8 in middle part per building certain altitude level
If it gos deep into the thickness of the distance not less than loam wall 2 of loam wall 2.
The constructional column 8 is finished to be built by laying bricks or stones with light weight cement blocks wall 10 and finished in the building of loam wall 2, then in horse tooth trough 9
The position concrete perfusion of reserving hole, the height of its horse tooth trough 9 is not more than 300mm, and the distance stretched in body of wall is arrived for 60mm
120mm。
Specific embodiment of the present utility model is explained in detail above in association with accompanying drawing, but the utility model is not
It is limited to above-mentioned embodiment, in the ken that those of ordinary skill in the art possess, can be with without departing from this practicality
Various changes can be made on the premise of new objective.
Claims (6)
1. the connecting node of a kind of loam wall and blockwork, it is characterised in that：Including reinforced concrete strip foundation（1）, rammed earth
Wall（2）, blockwork（10）, constructional column（8）, horse tooth trough（9）, zigzag ruler shape anti-crack net（3）, horizontal steel tie I（4）, level draw
Knot reinforcing bar II（7）, stirrup（5）, vertical reinforcement（6）；
Constructional column（8）Vertical reinforcement（6）And stirrup（5）In concrete continuous footing（1）On be fixed into constructional column（8）Reinforcing bar
Skeleton, then carry out horizontal steel tie I（4）, horizontal steel tie II（7）Fixation；In reinforced concrete strip foundation（1）On
Loam wall（2）Per building certain altitude, in loam wall（2）Upper constructional column（8）Ambient level spread zigzag ruler shape anti-crack net
（3）, in reinforced concrete strip foundation（1）On light weight cement blocks wall（10）With constructional column（8）Junction is every a spacing
From reserved horse tooth trough（9）Position, by concrete along horse tooth trough（9）The position of reserving hole be filled into constructional column（8）Steel
Muscles and bones frame and light weight cement blocks wall（10）Reserved horse tooth trough（9）Constructional column is formed in reserving hole（8）With horse tooth trough（9）.
2. the connecting node of loam wall according to claim 1 and blockwork, it is characterised in that：Told loam wall（2）With
Blockwork（10）Intersection arranges cast-in-place concrete constructional column（8）, vertical reinforcement（6）It is embedded in reinforced concrete strip foundation
（1）On.
3. the connecting node of loam wall according to claim 1 and blockwork, it is characterised in that：The horizontal steel tie
Ⅰ（4）In loam wall（2）Interior end is rectangular.
4. the connecting node of loam wall according to claim 1 and blockwork, it is characterised in that：The horizontal steel tie
Ⅱ（7）In light weight cement blocks wall（10）Interior end is rectangular, in constructional column（8）End back bending, directly hooks vertical screw thread
Reinforcing bar（6）.
5. the connecting node of loam wall according to claim 1 and blockwork, it is characterised in that：The zigzag ruler shape anti-crack net
（3）In the reserved constructional column in middle part（8）Position, in loam wall（2）Per the laying of building certain altitude level.
6. the connecting node of loam wall according to claim 1 and blockwork, it is characterised in that：The constructional column（8）
Loam wall（2）Building is finished and light weight cement blocks wall（10）Build by laying bricks or stones and finish, then in horse tooth trough（9）Reserving hole position fill
Note concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621040088.0U CN206143951U (en) | 2016-09-07 | 2016-09-07 | Connected node of rammed earth wall and blockwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621040088.0U CN206143951U (en) | 2016-09-07 | 2016-09-07 | Connected node of rammed earth wall and blockwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206143951U true CN206143951U (en) | 2017-05-03 |
Family
ID=58619480
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621040088.0U Expired - Fee Related CN206143951U (en) | 2016-09-07 | 2016-09-07 | Connected node of rammed earth wall and blockwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206143951U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107299701A (en) * | 2017-07-31 | 2017-10-27 | 武汉冶建筑安装工程有限责任公司 | Fill wall construction post one-time-concreting construction method |
| CN108005296A (en) * | 2017-12-04 | 2018-05-08 | 天津城建大学 | A kind of building-block structure suitable for loam wall external corner |
| CN108978935A (en) * | 2018-08-03 | 2018-12-11 | 庐江荣睿建设工程有限公司 | It is a kind of can bearing wall construction method |
| CN110206311A (en) * | 2019-06-13 | 2019-09-06 | 西安建筑科技大学 | A kind of quadrate steel pipe column adds the rammed earth wall building method of reinforcing bar |
| CN110206193A (en) * | 2019-06-13 | 2019-09-06 | 西安建筑科技大学 | A kind of rammed earth wall structure of double steel bar mesh sheet |
| CN110344497A (en) * | 2018-04-03 | 2019-10-18 | 保定市建筑设计院有限公司 | A kind of portal-rigid frames light house |
| CN110593453A (en) * | 2019-08-22 | 2019-12-20 | 北京建筑大学 | Rammed earth wall construction method and rammed earth wall |
| CN110847444A (en) * | 2019-10-28 | 2020-02-28 | 昆明理工大学 | Construction method for collaborative settlement of ring beam, constructional column and rammed earth wall |
| CN113250461A (en) * | 2021-06-22 | 2021-08-13 | 四川农业大学 | Construction method for improving seismic resistance of wall with Tibetan Qiang stone wood structure |
| CN115233995A (en) * | 2022-07-20 | 2022-10-25 | 中南建筑设计院股份有限公司 | Construction method of short-limb masonry wall |
-
2016
- 2016-09-07 CN CN201621040088.0U patent/CN206143951U/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107299701B (en) * | 2017-07-31 | 2019-07-23 | 武汉一冶建筑安装工程有限责任公司 | Fill wall construction column one-time-concreting construction method |
| CN107299701A (en) * | 2017-07-31 | 2017-10-27 | 武汉冶建筑安装工程有限责任公司 | Fill wall construction post one-time-concreting construction method |
| CN108005296A (en) * | 2017-12-04 | 2018-05-08 | 天津城建大学 | A kind of building-block structure suitable for loam wall external corner |
| CN110344497A (en) * | 2018-04-03 | 2019-10-18 | 保定市建筑设计院有限公司 | A kind of portal-rigid frames light house |
| CN110344497B (en) * | 2018-04-03 | 2024-03-22 | 保定市建筑设计院有限公司 | Light house with portal rigid frame |
| CN108978935A (en) * | 2018-08-03 | 2018-12-11 | 庐江荣睿建设工程有限公司 | It is a kind of can bearing wall construction method |
| CN110206311A (en) * | 2019-06-13 | 2019-09-06 | 西安建筑科技大学 | A kind of quadrate steel pipe column adds the rammed earth wall building method of reinforcing bar |
| CN110206193A (en) * | 2019-06-13 | 2019-09-06 | 西安建筑科技大学 | A kind of rammed earth wall structure of double steel bar mesh sheet |
| CN110206193B (en) * | 2019-06-13 | 2020-12-01 | 西安建筑科技大学 | Rammed earth wall structure with double layers of reinforcing mesh sheets |
| CN110206311B (en) * | 2019-06-13 | 2021-03-30 | 西安建筑科技大学 | Rammed earth wall construction method for adding steel bars to square steel pipe column |
| CN110593453A (en) * | 2019-08-22 | 2019-12-20 | 北京建筑大学 | Rammed earth wall construction method and rammed earth wall |
| CN110847444A (en) * | 2019-10-28 | 2020-02-28 | 昆明理工大学 | Construction method for collaborative settlement of ring beam, constructional column and rammed earth wall |
| CN113250461A (en) * | 2021-06-22 | 2021-08-13 | 四川农业大学 | Construction method for improving seismic resistance of wall with Tibetan Qiang stone wood structure |
| CN115233995A (en) * | 2022-07-20 | 2022-10-25 | 中南建筑设计院股份有限公司 | Construction method of short-limb masonry wall |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170503 Termination date: 20190907 |
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| CF01 | Termination of patent right due to non-payment of annual fee |