CN1928288A - Shearing wall used reinforcing bars building blocks and method for constructing shearing wall with same - Google Patents
Shearing wall used reinforcing bars building blocks and method for constructing shearing wall with same Download PDFInfo
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- CN1928288A CN1928288A CN 200510098316 CN200510098316A CN1928288A CN 1928288 A CN1928288 A CN 1928288A CN 200510098316 CN200510098316 CN 200510098316 CN 200510098316 A CN200510098316 A CN 200510098316A CN 1928288 A CN1928288 A CN 1928288A
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Abstract
The invention relates to a brick reinforced with steel bar for shear wall and the method of constructing shear wall by it. Brick reinforced with steel bar contains abnormal main brick, corner abnormal main brick, abnormal assistant brick, forward and reverse corner-groove main and assistant brick for hydroelectricity pipe in horizontal beam and so on. Barrier face of shear wall is constructed by them. The figure is a sketch map of the bottom architecture of apartment without framework-beam loading wall under three floors. It is the anti-crack and shock loading wall constructed with abnormal brick. By brick reinforced with steel bar in the vertical, horizontal and angular direction inner steel framework and each beam are integrated to a plate block so that compressive, shear and tensile strength of brick is strengthened.
Description
Technical field:
The present invention relates to deformed block and the method for utilizing the deformed block constructing shearing wall.
Background technology:
At present, the deformed block pattern is varied, and as the deformed block of porous, the deformed block of anti-cracking and the deformed block with interlocking fixing hole, but they can not supporting set up into load bearing wall.
Summary of the invention:
The objective of the invention is reinforcing bars building block that design shear wall (referring to Fig. 1) uses and with the method for its constructing shearing wall, reinforcing bars building block comprises that special-shaped main piece, the main piece of corner abnormity, special-shaped patch, the corner slots building block of horizontal binder hydroelectric line forward and oppositely corner slots building block, corner slots building block patch, horizontal binder hydroelectric line direct through groove master piece, direct through groove patch, shear wall patch, the building block of corner clean-out hatch, corner clean-out hatch join piece, clean-out hatch master piece, clean-out hatch and join multiple building block combination such as piece and the building block of T-shaped wall interface and build up shear wall base face.Wherein, build the body of wall of different sizes such as " two or four " wall, " pseudo-ginseng " wall, " one or nine " wall, " one or four " wall, use the specification of building block, the building block that size will be selected needs according to the masonry building requirements for use.
Description of drawings:
Fig. 1 is a muscle building block shear wall structure schematic diagram.
Fig. 2-1 is to Fig. 2-the 4th, special-shaped main piece schematic diagram.
Fig. 3 is the main piece schematic diagram of corner abnormity.
Fig. 4-1 is to Fig. 4-the 4th, special-shaped patch schematic diagram.
Fig. 5-the 1st, horizontal binder hydroelectric line forward corner slots building block schematic diagram.
Fig. 5-the 2nd, the reverse corner slots building block of horizontal binder hydroelectric line schematic diagram.
Fig. 6 is a corner slots building block patch schematic diagram.
Fig. 7 is a direct through groove patch schematic diagram.
Fig. 8 is one of a horizontal binder hydroelectric line direct through groove master piece schematic diagram.
Fig. 9 is two schematic diagrames of horizontal binder hydroelectric line direct through groove master piece.
Figure 10-1 is to Figure 10-the 4th, shear wall patch schematic diagram.
Figure 11 is a corner clean-out hatch building block schematic diagram.
Figure 12 is a clean-out hatch master piece schematic diagram.
Figure 13 is that the corner clean-out hatch is joined the piece schematic diagram.
Figure 14 is that clean-out hatch is joined the piece schematic diagram.
Figure 15-1 is to Figure 15-the 7th, T-shaped interface building block schematic diagram.
The specific embodiment:
Referring to Fig. 2～Figure 14, the present invention is the reinforcing bars building block that uses of shear wall and with the method for its constructing shearing wall, reinforcing bars building block comprises special-shaped main piece, the main piece of corner abnormity, the abnormity patch, building block of horizontal binder hydroelectric line forward corner slots and oppositely corner slots building block, corner slots building block patch, horizontal binder hydroelectric line direct through groove master piece, the direct through groove patch, the shear wall patch, the building block of corner clean-out hatch, the corner clean-out hatch is joined piece, clean-out hatch master piece, clean-out hatch is joined multiple building blocks such as piece and the building block of T-shaped wall interface, be to construct the reinforcing bars building block that the reinforcing bars building block shear wall uses, wherein, the main piece M1～M4 of abnormity (referring to Fig. 2-1 to Fig. 2-4) is the building block of " protruding " shape, the different teat of special-shaped main piece
Both sides are provided with vertical row's piece confined planes
With vertically beat grey angle
Have the core bar hole on the different teat
And centre bore
Two low shoulders are arranged under the different teat
Two low shoulders
On have 1 to 3 long round separately
The corner main piece M5 of abnormity (referring to Fig. 3) is the building block of " protruding " shape, different teat
Both sides are provided with vertical row's piece confined planes
With vertically beat grey angle
Have the core bar hole on the different teat
And centre bore
Two low shoulders are arranged under the different teat
A low shoulder
On have 3 long rounds
Another low shoulder
On have angle core cage post hole
With corresponding angles core bar hole
Abnormity patch M6～M9 (referring to Fig. 4-1 to Fig. 4-4) is the building block of " L " shape, the different teat of special-shaped patch
Both sides are provided with vertical row's piece confined planes
With vertically beat grey angle
Have the core bar hole on the different teat
And centre bore
A low shoulder is arranged under the different teat
Low shoulder
On have 1 to 3 long round
Horizontal binder hydroelectric line forward corner slots building block M10 (referring to Fig. 5-2) and reverse corner slots building block M11 (referring to Fig. 5-1) all are rectangle building blocks, and this building block is provided with corner slots
Have the core bar hole
Have angle core cage post hole and corresponding angles core bar hole
Corner slots building block patch M12 be forward, oppositely the corner slots building block join piece (referring to Fig. 6), be the rectangle building block, the centre is provided with groove
Both sides are provided with round
Horizontal binder hydroelectric line direct through groove master piece M13, M15 (referring to Fig. 8, Fig. 9) are the rectangle building blocks, have the core bar hole
Round
And groove
Direct through groove patch M14 (referring to Fig. 7) is the rectangle building block, and the centre is provided with groove, and both sides have the core bar hole
The middle part is provided with for four jiaos and vertically beats grey angle
Shear wall patch M16～M19 (Figure 10-1 is to Figure 10-4) is square or the rectangle building block, has 1 to 3 long round
Corner clean-out hatch building block M20 (referring to Figure 11) is the rectangle building block, and this building block is provided with angle core cage post hole and corresponding angles core bar hole
The corner clean-out hatch is joined piece M21 (referring to Figure 13), is the building block of " U " shape; Clean-out hatch master piece M22 (referring to Figure 12) is to be the building block of " comb " shape, is provided with the side lumen pore
With middle lumen pore
Clean-out hatch is joined piece M23 (referring to Figure 14), is the building block of " U " shape, and the middle part is provided with for four jiaos and vertically beats grey angle
T-shaped wall interface building block M24～M30 (referring to Figure 15-1 to Figure 15-7) has 2 to 6 long rounds in the building block
Fig. 1 constructs schematic diagram with three layers (containing) following nothing " belfry post " load bearing wall (body of wall is " 24 " wall) bottom of residential building, be to build in " base building blocks " mode to build novel reinforcing bars building block shear wall, be to use the load bearing wall of " anti-crack and anti-vibration, energy-conserving and environment-protective, quick construction " that multiple deformed block constructs.
Some explanation: referring to 1. being skin corner clean-out hatch building block (M20) at the bottom of " 24 " wall among Fig. 1 figure, this building block is provided with angle core cage post hole and corresponding angles core bar hole
Must cut a rib wall in this three hole during grievances with toothless saw, the hole is exposed, stay the usefulness of removing the mortar tongue; 2. patch (M21) 1. among the figure; 3. skin clean-out hatch master piece (M22) at the bottom of " 24 " wall among the figure; 4. being that 3. base is built and joined piece (M23) among the figure, is again 3. " side lumen pore "
Seal filling block; 5. being " 24 " wall horizontal binder forward corner slots building block (M10) among the figure, also is horizontal binder hydroelectric line forward corner slots building block (failing to indicate the reverse corner slots building block of horizontal binder hydroelectric line among Fig. 1), and this building block has corner slots
The core bar hole is arranged
Also be provided with angle core cage post hole and corresponding angles core bar hole
Among the figure 6. be 5. join piece (M12); 7. be horizontal binder hydroelectric line direct through groove master's piece (M13) among the figure, the core bar hole is arranged
Round is arranged
Straight trough is arranged
Among the figure 8. be 7. join piece (M14); 9. be that " 24 " wall corner has the corner abnormity main piece (M5) in " core cage post hole " among the figure, this building block is provided with angle core cage post hole and corresponding angles core bar hole equally
With among the figure 1., 5. Kong Weijun is on same vertical plane among the figure, this classification building block all is provided with in each corner of masonry, has substituted the framework reinforced concrete structural column comprehensively, has reduced the formwork expense, has improved speed of application; 10. " 24 " wall abnormity main piece (M1) among the figure, the different teat of the main piece of this abnormity
Both sides are provided with vertical row's piece confined planes
With vertically beat grey angle
The core bar hole is arranged on the different teat
Different teat centre bore
Two low shoulders are arranged under the different teat
Low shoulder
On a plurality of long rounds are arranged
When build at the base, vertically arrange the piece confined planes
On do not break mortar, with the tight contact that guarantees that each block end faces can laterally be confronted the tough with toughnees, both strengthened the rupture strength of masonry, guaranteed that again the axis size of allowable ratio of height to sectional thickness of masonry wall or column can accurately not have blackmail, and can also guarantee that the vertical hole of each skin building block vertically connects.With this method for constructing, practicable workmanship is by constructor scene " oneself checks and accepts ".In addition, vertically beat grey angle
Make quick, the difficult paralysis of sitting of the mortar of vertically getting downwards; is the T-shaped wall interface building block (M24) of " 24 " wall trouble " 24 " wall among the figure, and this building block is provided with long round
This classification building block also has other plurality of specifications, can guarantee that the interior Cha Qiang of various width and " the change size " of balcony parapet construct; is the piece of joining of T-shaped wall interface building block among the figure, claims special-shaped patch (M6) again, and this piece is identical with special-shaped main piece (M1), just lacks a low shoulder
This classification building block also has other plurality of specifications, to the building block of filling a vacancy of door and window hole shear wall, constructs among the figure and does not indicate, can be referring to building block M16～M19.
Referring to Fig. 1, the method for constructing the reinforcing bars building block shear wall is as follows:
Constructing the reinforcing bars building block shear wall has used and has comprised that the main piece of special-shaped main piece, corner abnormity, special-shaped patch, the corner slots building block of horizontal binder hydroelectric line forward and oppositely corner slots building block, corner slots building block patch, horizontal binder hydroelectric line direct through groove master piece, direct through groove patch, shear wall patch, the building block of corner clean-out hatch, corner clean-out hatch join piece, clean-out hatch master piece, clean-out hatch and join multiple building blocks such as piece and the building block of T-shaped wall interface.
(1) base portion bottom corner part uses the building block of corner clean-out hatch 1. (referring to Figure 11, M20), the corner clean-out hatch is joined piece 2. (referring to Figure 13, M21) join piece 4. (referring to Figure 14 with clean-out hatch master piece clean-out hatch 3., M23), 3. the every main piece of cleaning (referring to Figure 12, M22) joins the piece use that 4. all matches with clean-out hatch; Base portion upwards, with the main piece of abnormity 10. (referring to Fig. 2-1, M1) interlock positively and invertedly assembles body of wall mutually, wall corner uses two main pieces of corner abnormity with " core cage post hole " 9. (referring to Fig. 3, M5), swing to corresponding interlock mutually up and down and form, wherein two corresponding fully coincideing of angle core cage post hole ; Build the building block of horizontal binder water power tube seat in the top of door, the top and the bottom of window, the wall corner part with the building block of horizontal binder hydroelectric line forward corner slots 5. (referring to Fig. 5-2, M10) and oppositely the corner slots building block is (referring to Fig. 5-1, M11) and with corner slots join piece 6. (referring to Fig. 6, M12) join, horizontal binder hydroelectric line direct through groove master piece is 7. (referring to Fig. 8, M13) join between and join piece and 6. join with corner slots, all use the direct through groove patch 8. (referring to Fig. 7, M14), (referring to Figure 15-1, M24) other usefulness and special-shaped patch are (referring to Fig. 4-1, M6) for T-shaped wall interface building block .
(2), with Φ 25 reinforcing bars " core bar " (referring to the Huo of Fig. 1) the every layer of building block of vertically contacting, and two ends and collar tie beam built-in fitting (are seen Fig. 1's up and down
) welding;
(3) laterally building horizontal binder with Φ 10 reinforcing bars (2 of every grooves) encloses hoop wall waist and (sees Fig. 1's
), and overlap mutually with vertical " core bar ".Spillage when preventing to build, available Φ 4mm cold drawn steel wire sheet (is seen Fig. 1's
) round of blocking.General every floor height is built the horizontal binder of two skin grooves, and a groove is at lower window edge, and a groove is at upper window edge.
(4) with 4 Φ 10～Φ, 12 reinforcing bar binding quadrates " core cage post ", pour angle core cage post hole , see Fig. 1: earlier core cage post is inserted angle core cage post hole , fall into the base portion collar tie beam
Preformed hole in, and then annotate water highly flow, lowly shrink, high-intensity core grouted concrete, use the vibrating spear vibratory compaction.Be vibration proof angle building block displacement when closely knit, must be with among the figure before pouring
Two " corresponding angles core bar " string insert and to fix.
Building block reinforcement structure according to above-mentioned " vertical, horizontal, angle ", can make masonry form " interior cage of reinforcement ", become whole plate with each layer collar tie beam, can greatly strengthen masonry resistance to compression, shearing resistance, stretching resistance, therefore can effectively solve because of " earth shock, thermal stresses, earthquake big flood, hurricane are attacked and invaded, setting of ground " cracking of building body that causes, the historic technical barrier that collapses.
The function of the many rounds of building block:
(1) referring among Fig. 1 figure 7. being horizontal binder hydroelectric line direct through groove master's piece (M13), its round
Long round with 10. special-shaped main piece (M1) among the figure
Be vertical up and down the perforation, therefore utilize round
Long round
And straight trough
(M13), corner slots
(M10), can be with crisscross " hydroelectric line ", " intellectuality " system cabling, comprise that " solar water heater " water-supply-pipe places the building block inner chamber, carry out hidden, heat preserving type and walk the unwrapping wire pipe, guarantee that spool does not expose, water pipe does not freeze winter, and metope non-notch in making, no vestige, attractive in appearance elegant.
(2) crops " straw plate " after the utilization processing make the lightweight in building block round hole, heat insulating stuffing, and both environmental protection and energy saving, cheap again, also available polyphenyl plate is filled hole and (is seen Fig. 1
).
(3) building block is provided with the vertically contraposition of every layer of hole of a plurality of long rounds at " low shoulder ", up/down perforation, and hollow rate about 30%, it is in light weight, intensity is high.
Claims (3)
1, the reinforcing bars building block that shear wall uses, it is characterized in that: it comprises special-shaped main piece (M1～M4), corner abnormity main piece (M5), the abnormity patch (M6～M9), horizontal binder hydroelectric line forward corner slots building block (M10) and oppositely corner slots building block (M11), corner slots building block patch (M12), horizontal binder hydroelectric line direct through groove master piece (M13, M15), direct through groove patch (M14), the shear wall patch (M16～M19), corner clean-out hatch building block (M20), the corner clean-out hatch is joined piece (M21), clean-out hatch master piece (M22), clean-out hatch is joined piece (M23) and the building block of T-shaped wall interface, and (multiple building block such as M24～M30), they are to construct the reinforcing bars building block that the reinforcing bars building block shear wall uses.
2, the reinforcing bars building block that uses by the described shear wall of claim 1 is characterized in that: special-shaped main piece (building block of M1～M4) be " protruding " shape, the different teat of special-shaped main piece
Both sides are provided with vertical row's piece confined planes
With vertically beat grey angle
Have the core bar hole on the different teat
And centre bore
Two low shoulders are arranged under the different teat
Two low shoulders
On have 1 to 3 long round separately
The corner main piece of abnormity (M5) is the building block of " protruding " shape, different teat
Both sides are provided with vertical row's piece confined planes
With vertically beat grey angle
Have the core bar hole on the different teat
And centre bore
Two low shoulders are arranged under the different teat
A low shoulder
On have 3 long rounds
Another low shoulder
On have angle core cage post hole and corresponding angles core bar hole
Abnormity patch (building block of M6～M9) be " L " shape, the different teat of special-shaped patch
Both sides are provided with vertical row's piece confined planes
With vertically beat grey angle
Have the core bar hole on the different teat
And centre bore
A low shoulder is arranged under the different teat
Low shoulder
On have 1 to 3 long round
Horizontal binder hydroelectric line forward corner slots building block (M10) and oppositely corner slots building block (M11) all are rectangle building blocks, and this building block is provided with corner slots
Have the core bar hole
Have angle core cage post hole and corresponding angles core bar hole
Corner slots building block patch (M12) is the piece of joining of forward, reverse corner slots building block, is the rectangle building block, and the centre is provided with groove
Round is arranged
Horizontal binder hydroelectric line direct through groove master piece (M13, M15) is the rectangle building block, has the core bar hole
Round
And groove
Direct through groove patch (M14) is the rectangle building block, and the centre is provided with groove
Both sides have the core bar hole
The middle part is provided with for four jiaos and vertically beats grey angle
The shear wall patch (M16～M19), be square or the rectangle building block, have 1 to 3 long round
Corner clean-out hatch building block (M20) is the rectangle building block, and this building block is provided with angle core cage post hole and corresponding angles core bar hole
The corner clean-out hatch is joined piece (M21), is the building block of " U " shape; Clean-out hatch master piece (M22) is to be the building block of " comb " shape, is provided with the side lumen pore
With middle lumen pore
Clean-out hatch is joined piece (M23), is the building block of " U " shape, and the middle part is provided with for four jiaos and vertically beats grey angle
T-shaped wall interface building block (M24～M30), have 2 to 6 long rounds in the building block
3, with the method for reinforcing bars building block constructing shearing wall, it is characterized in that:
(1) base portion bottom corner part with the building block of corner clean-out hatch 1., the corner clean-out hatch joins piece and 2. joins piece 4. with clean-out hatch master piece clean-out hatch 3., 3. every main piece of cleaning joins the piece use that 4. all matches with clean-out hatch; Base portion upwards, with the main piece of abnormity 10. mutually interlock positively and invertedly assemble body of wall, wall corner uses two main pieces of corner abnormity with " core cage post hole " 9., swings to corresponding interlock mutually up and down and forms, wherein two corresponding fully coincideing of angle core cage post hole ; Build the building block of horizontal binder hydroelectric line groove in the top of door, the top and the bottom of window, the wall corner part is with 5. (M10) or oppositely corner slots building block (M11) of horizontal binder hydroelectric line forward corner slots building block, and joining piece with corner slots 6. joins, horizontal binder hydroelectric line direct through groove master piece joins and joins piece with corner slots between 7. and 6. joins, and all uses the direct through groove patch 8.; T-shaped wall interface building block is other with special-shaped patch ;
(2), with Φ 25 reinforcing bars " core bar " the every layer of building block of vertically contacting, and two ends and the welding of collar tie beam built-in fitting up and down;
(3) laterally build horizontal binder with Φ 10 reinforcing bars and enclose hoop wall waist, and overlap mutually, spillage when preventing to build with vertical " core bar ", the available Φ 4mm cold drawn steel wire sheet round of blocking, general every floor height is built the horizontal binder of two skin grooves, and a groove is at lower window edge, and a groove is at upper window edge;
(4) be vibration proof angle building block displacement when closely knit, must be with two " corresponding angles core bars " before pouring
String is inserted and is fixed, and with 4 Φ 10～Φ, 12 reinforcing bar binding quadrates " core cage post ", pours angle core cage post hole : earlier core cage post is inserted angle core cage post hole , fall into the base portion collar tie beam
Preformed hole in, and then annotate water highly flow, lowly shrink, high-intensity core grouted concrete, use the vibrating spear vibratory compaction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510098316 CN1928288A (en) | 2005-09-08 | 2005-09-08 | Shearing wall used reinforcing bars building blocks and method for constructing shearing wall with same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510098316 CN1928288A (en) | 2005-09-08 | 2005-09-08 | Shearing wall used reinforcing bars building blocks and method for constructing shearing wall with same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1928288A true CN1928288A (en) | 2007-03-14 |
Family
ID=37858392
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200510098316 Pending CN1928288A (en) | 2005-09-08 | 2005-09-08 | Shearing wall used reinforcing bars building blocks and method for constructing shearing wall with same |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818528A (en) * | 2010-04-07 | 2010-09-01 | 湖南大学 | Repairable reinforced building block wall system and construction method thereof |
| CN101963002A (en) * | 2010-09-17 | 2011-02-02 | 浙江大学 | Masonry structure and method for enhancing collapse resistance and integrity under strong earthquake |
| CN102748070A (en) * | 2012-07-19 | 2012-10-24 | 兖州煤业股份有限公司 | Method for supporting gob-side entry retaining building block coak structure wall |
| CN103266685A (en) * | 2013-05-27 | 2013-08-28 | 段志祥 | Multifunctional interlocking, anti-seismic and anti-breaking combined building block and combined structure thereof |
| CN106049742A (en) * | 2016-06-30 | 2016-10-26 | 西安建筑科技大学 | Combined building block and construction method for forming wall body with combined building block |
-
2005
- 2005-09-08 CN CN 200510098316 patent/CN1928288A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818528A (en) * | 2010-04-07 | 2010-09-01 | 湖南大学 | Repairable reinforced building block wall system and construction method thereof |
| CN101963002A (en) * | 2010-09-17 | 2011-02-02 | 浙江大学 | Masonry structure and method for enhancing collapse resistance and integrity under strong earthquake |
| CN102748070A (en) * | 2012-07-19 | 2012-10-24 | 兖州煤业股份有限公司 | Method for supporting gob-side entry retaining building block coak structure wall |
| CN102748070B (en) * | 2012-07-19 | 2014-10-22 | 兖州煤业股份有限公司 | Method for supporting gob-side entry retaining building block coak structure wall |
| CN103266685A (en) * | 2013-05-27 | 2013-08-28 | 段志祥 | Multifunctional interlocking, anti-seismic and anti-breaking combined building block and combined structure thereof |
| CN106049742A (en) * | 2016-06-30 | 2016-10-26 | 西安建筑科技大学 | Combined building block and construction method for forming wall body with combined building block |
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Open date: 20070314 |