CN203684451U - Inner and outer wall joint for self-insulation block reinforced masonry structure - Google Patents
Inner and outer wall joint for self-insulation block reinforced masonry structure Download PDFInfo
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- CN203684451U CN203684451U CN201320603004.XU CN201320603004U CN203684451U CN 203684451 U CN203684451 U CN 203684451U CN 201320603004 U CN201320603004 U CN 201320603004U CN 203684451 U CN203684451 U CN 203684451U
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- 238000009413 insulation Methods 0.000 title claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 23
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 4
- 239000010959 steel Substances 0.000 claims abstract description 4
- 239000011449 brick Substances 0.000 claims description 31
- 230000002787 reinforcement Effects 0.000 claims description 16
- 241000272165 Charadriidae Species 0.000 claims description 5
- 238000006073 displacement reaction Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
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Abstract
The utility model discloses an inner and outer wall joint for a self-insulation block reinforced masonry structure. The inner and outer wall joint for the self-insulation block reinforced masonry structure comprises an outer wall, an inner wall, horizontal steel bars, vertical steel bars, infilling concrete and L-shaped reinforced tie bars, the inner wall is formed by normal concrete hollow blocks and corresponding matched blocks in a masonry mode, the ribs of the blocks are provided with openings, the outer wall is formed by self-insulation concrete blocks and corresponding matched blocks in a masonry mode, a side surface opening is formed in the non-insulation layer side surface of the blocks used at the connecting position of the inner wall, the width of the opening is the same with the width of the openings on the ribs of the normal concrete blocks of the inner wall, so that a T-shaped through-hole is formed in the wall body at the connecting position of the inner wall and the outer wall, and a unified whole which is reliable in connection is formed after the infilling concrete is poured. The sum of the height of the two block layers and the height of mortar joints between the two block layers of the outer wall is equal to the height of one block layer of the inner wall. Every two block layers of the outer wall are regarded as a unit, and two masonry ways of straight joint masonry and break joint masonry are used in the two block layer inside the unit.
Description
Technical field
Present application relates generally to a kind of inner-outer wall node for heat insulation building block reinforced masonry structure.
Background technology
Heat insulation building block reinforced masonry structure is a kind of emerging architecture structure form, combine the advantage of reinforced concrete structure and masonry structure, building exterior wall heat preserving is realized simultaneously to construct with the integrated and Integral synchronous of agent structure, with good endurance, good heat insulating, low cost, the advantages of speed of application is fast.But now widely used self heat-preserving concrete building block is due to additional heat insulation layer, building block size and deadweight is set to significantly increase, it is unfavorable for workman's construction, slow down speed of application, and the inner-outer wall node in current insulation blocks masonry structure can not be while ensureing that inner-outer wall realization is reliably connected, the thermal and insulating performance of exterior wall is not influenceed, and the performance for being unfavorable for heat insulation building block masonry structure is realized and promoted.
Utility model content
The utility model provides a kind of new inner-outer wall node for heat insulation building block reinforced masonry structure, this node realizes the integrality of insulation construction while the inner-outer wall connectivity problem of insulation blocks reinforced masonry structure is solved, and will not weaken the heat-insulating property of structure.
To reach above-mentioned target, the utility model proposes solution be：A kind of inner-outer wall node for heat insulation building block reinforced masonry structure, by exterior wall, interior wall, horizontal reinforcement, vertical reinforcement, core grouted concrete, L-type tension rib is constituted, interior wall is formed by ordinary concrete hollow block and corresponding built by laying bricks or stones with block, there is opening on the rib of building block, levels building block hole aligning, exterior wall is formed by self heat-preserving concrete building block and its corresponding built by laying bricks or stones with block, there is a lateral opening in the non-heat-insulation layer side of the exterior wall building block used with interior wall junction, and it is equal with the A/F on interior wall normal concrete building block rib, so that the wall of inner-outer wall junction forms T-shaped through hole, form unified overall with what is be reliably connected after core grouted concrete is poured, exterior wall levels building block hole aligning, two layers of segment heights of exterior wall and the height that two layers of blockhouse mortar joint height sum is one layer of building block of interior wall, every two layers of the building block of exterior wall is used as a unit, two layers of building block has to build by laying bricks or stones with seam in unit builds two kinds of groups block modes by laying bricks or stones with the fissure of displacement, building by laying bricks or stones between unit is built by laying bricks or stones using the fissure of displacement.
Further, it is characterised in that：Exterior wall places horizontal reinforcement per alternating floor building block, horizontal reinforcement is placed in every layer of building block of interior wall, simultaneously in the symmetrically placed two L-type tension ribs in T-shaped through hole of inner-outer wall junction, after certain altitude is built by laying bricks or stones, vertical reinforcement is inserted in the vertical hole of alignment, core grouted concrete is finally poured, inner-outer wall is connected as entirety.
Further, it is characterised in that：Inner-outer wall junction is using construction pillar node, i.e. when building interior wall, interior wall is built again after reserving appropriate built on stilts place according to design requirement between exterior wall, first by two layers of building block of outer-wall building, build one layer of interior wall building block by laying bricks or stones again, now imperforation on the rib of building block used by interior wall, exterior wall places transverse steel per alternating floor building block, and in the symmetrically placed L-type tension rib in inner-outer wall junction, interior wall is attached with exterior wall, hereafter built by laying bricks or stones repeatedly by this step until building by laying bricks or stones to requirement height, it is last to pour constructional column in reserved built on stilts place's erection template, and insert vertical reinforcement in the hole that exterior wall aligns, pour core grouted concrete.
The advantage of the application is compared with conventional art：
（1）Realize the dual realization of heat insulation building block reinforced masonry structure heat-insulating property and inner-outer wall switching performance；
（2）Heat insulation building block highly halves, and mitigates deadweight, is easy to construction；
（3）Simple in construction, reliable, technical requirements are low, are easy to promote.
Brief description of the drawings
Fig. 1 is the application work progress schematic diagram a；
Fig. 2 is the application work progress schematic diagram b；
Fig. 3 is the application work progress schematic diagram c；
Fig. 4 is the application work progress schematic diagram d；
Fig. 5 is the application schematic diagram a；
Fig. 6 is the application schematic diagram b；
Fig. 7 is the application schematic diagram c；
Fig. 8 is the application schematic diagram d；
The building block block type that Fig. 9 recommends for the application；
Figure 10 is the alternative building block block type of the application.
Description of reference numerals:
1- interior wall 2- exterior wall 3- horizontal reinforcement 4- vertical reinforcement 5-L type tension rib 6- core grouted concretes
The built on stilts place's 12- constructional column 13- building blocks A of 7- opening 8- longitudinal opening 9- lateral opening 10-T type through holes 11-
14- building block B 15- building block C 16- building block D 17- building block E 18- building block F 19- warming plates
20- building block G 21- building blocks H
Embodiment
Embodiment 1：
A kind of inner-outer wall node for heat insulation building block reinforced masonry, it is building block, mortar and the reinforcing bar shown in accompanying drawing 9 that group, which builds material,.First building block 13, building block 14, building block 15 and building block 16 are built by laying bricks or stones by Fig. 1 modes.Building block 13, building block 14, the height of building block 15 and building block 16 these four building blocks be building block 17 and building block 18 highly remove mortar it is thick after half, mortar thickness 10mm, building block 13, building block 14, the height of building block 15 and building block 16 these four building blocks are 90mm, and the height of building block 17 and building block 18 is 190mm.Therefore the height for building two layers of building block 13, building block 14, building block 15 and building block 16 by laying bricks or stones is equal with the height for building one layer of building block 17 by laying bricks or stones.Then two a diameter of 10mm reinforcing bar is put on exterior wall upper berth, while putting two a diameter of 10mm of L-shaped L-type tension rib in inner-outer wall junction.Then mode continues to build third and fourth layer of exterior wall and the interior wall second layer by laying bricks or stones as shown in Figure 2, and so circulation is built by laying bricks or stones until design height.Then vertical reinforcement is inserted in the hole of alignment, finally pours into a mould core grouted concrete.
Embodiment 2：
A kind of inner-outer wall node for heat insulation building block reinforced masonry, it is building block, mortar and the reinforcing bar shown in accompanying drawing 9, accompanying drawing 10 that group, which builds material,.First building block 13, building block 16 and building block 20 are built by laying bricks or stones by Fig. 3 modes, the distance between interior wall and exterior wall is the length of interior wall building block or determined according to design.The height of both building blocks of building block 13 and building block 16 be building block 20 and building block 21 height remove mortar it is thick after half, mortar thickness 10mm, the height of both building blocks of building block 13 and building block 16 is 90mm, and the height of building block 20 and building block 21 is 190mm.Therefore build two layers of building block 13 by laying bricks or stones and the height of building block 16 is equal with the height for building one layer of building block 20 and building block 21 by laying bricks or stones.Then two a diameter of 10mm reinforcing bar is put on exterior wall upper berth, while in the inner-outer wall junction a diameter of 10mm of symmetrically placed two L-shaped L-type tension rib.Then continue to build inner-outer wall by laying bricks or stones the second layer by Fig. 4 modes, so circulation is built by laying bricks or stones until design height.Then fix vertical reinforcement in reserved junction and insert vertical reinforcement in the hole of alignment, inner-outer wall connecting structure post is finally poured in inner-outer wall junction, and pour into a mould core grouted concrete.
It is more preferably a kind of that above-mentioned drawings and Examples are merely to illustrate the application; the protection domain of the application is not limited in any way, those skilled in the art carries out common variations and alternatives in the utility model aspects should all be included within protection domain of the present utility model.
Claims (3)
1. a kind of inner-outer wall node for heat insulation building block reinforced masonry structure, by exterior wall（1）, interior wall（2）, horizontal reinforcement（3）, vertical reinforcement（4）, L-type tension rib（5）, core grouted concrete（6）Composition, interior wall（2）Formed by ordinary concrete hollow block and corresponding built by laying bricks or stones with block, have opening on the rib of building block（7）, levels building block hole aligning, exterior wall（1）Formed by self heat-preserving concrete building block and its corresponding built by laying bricks or stones with block, have a lateral opening in the non-heat-insulation layer side of the exterior wall building block used with interior wall junction（9）, and and interior wall（2）Opening on normal concrete building block rib（7）Width is equal, so that the wall of inner-outer wall junction forms T-shaped through hole（10）, form unified overall with what is be reliably connected after core grouted concrete is poured, exterior wall（1）Levels building block hole aligning, exterior wall（1）Two layers of segment heights and two layers of blockhouse mortar joint height sum are interior wall（2）The height of one layer of building block, exterior wall（1）Every two layers of building block is as a unit, and two layers of building block to be had to build by laying bricks or stones with seam build two kinds of groups by laying bricks or stones with the fissure of displacement and build building by laying bricks or stones between modes, unit and built by laying bricks or stones using the fissure of displacement in unit.
2. a kind of inner-outer wall node for heat insulation building block reinforced masonry structure according to claim 1, is characterised by：Exterior wall（1）Horizontal reinforcement is placed per alternating floor building block（3）, while the T-shaped through hole in inner-outer wall junction（10）Locate symmetrically placed two L-type tension ribs（5）, after certain altitude is built by laying bricks or stones, vertical reinforcement is inserted in the vertical hole of alignment（4）, finally pour core grouted concrete（6）, inner-outer wall is connected as entirety.
3. a kind of inner-outer wall node for heat insulation building block reinforced masonry structure according to claim 1, is characterised by：Inner-outer wall junction uses pillar node, that is, is building interior wall（2）When, with exterior wall（1）Between appropriate built on stilts place is reserved according to design requirement（11）Build interior wall again afterwards（2）, first by exterior wall（1）Build two layers of building block by laying bricks or stones, then build one layer of interior wall by laying bricks or stones（2）Building block, now interior wall（2）Imperforation on the rib of building block used, exterior wall places transverse steel per alternating floor building block（3）, and in the symmetrically placed L-type tension rib in inner-outer wall junction（5）, by interior wall（2）With exterior wall（1）It is attached, is hereafter built by laying bricks or stones repeatedly by this step until building by laying bricks or stones to requirement height, finally in interior wall（2）Reserved built on stilts place（11）Set up template and pour constructional column（12）, and in exterior wall（1）Vertical reinforcement is inserted in the hole of alignment（4）, pour core grouted concrete（6）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320603004.XU CN203684451U (en) | 2013-09-29 | 2013-09-29 | Inner and outer wall joint for self-insulation block reinforced masonry structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320603004.XU CN203684451U (en) | 2013-09-29 | 2013-09-29 | Inner and outer wall joint for self-insulation block reinforced masonry structure |
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| CN203684451U true CN203684451U (en) | 2014-07-02 |
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| CN201320603004.XU Expired - Fee Related CN203684451U (en) | 2013-09-29 | 2013-09-29 | Inner and outer wall joint for self-insulation block reinforced masonry structure |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481055A (en) * | 2014-12-06 | 2015-04-01 | 塔里木大学 | Dense-rib column anti-seismic ecological wall body system for villages and small town dwelling house |
| CN112160444A (en) * | 2020-09-22 | 2021-01-01 | 中国一冶集团有限公司 | Inner wall and outer wall integrated construction method of masonry |
| 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 |
| CN115095072A (en) * | 2022-07-06 | 2022-09-23 | 中国三冶集团有限公司 | Concrete hollow block and aerated concrete block building method |
-
2013
- 2013-09-29 CN CN201320603004.XU patent/CN203684451U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481055A (en) * | 2014-12-06 | 2015-04-01 | 塔里木大学 | Dense-rib column anti-seismic ecological wall body system for villages and small town dwelling house |
| CN112160444A (en) * | 2020-09-22 | 2021-01-01 | 中国一冶集团有限公司 | Inner wall and outer wall integrated construction method of masonry |
| 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 |
| CN115095072A (en) * | 2022-07-06 | 2022-09-23 | 中国三冶集团有限公司 | Concrete hollow block and aerated concrete block building method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140702 |