CN204252322U - Carry the precast concrete wall reinforcing bar pin joint connecting elements of template - Google Patents
Carry the precast concrete wall reinforcing bar pin joint connecting elements of template Download PDFInfo
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- CN204252322U CN204252322U CN201420747449.XU CN201420747449U CN204252322U CN 204252322 U CN204252322 U CN 204252322U CN 201420747449 U CN201420747449 U CN 201420747449U CN 204252322 U CN204252322 U CN 204252322U
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Abstract
A kind of precast concrete wall reinforcing bar pin joint connecting elements carrying template.Existing precast wall body connects complex procedures, and on-the-spot work post is more, is subject to the impact of recruitment famine.Carry the precast concrete wall reinforcing bar pin joint connecting elements of template, its composition comprises: one group of precast concrete wall, connected mode can be " one " font, " fourth " font, " ten " word chiasma type etc., body of wall can by decorative layer (1), insulation layer (2) and deck (3) form or independent precast construction layer, precast concrete wall is solid construction or hollow-core construction, the thin template of concrete (4) has been visited outside both sides, precast concrete wall deck wall thickness direction, one group of precast concrete wall is hollow-core construction, pre-cast concrete walling inside has lattice reinforcing bar (5), precast concrete wall be solid construction or hollow-core construction the thin template of two layer concretes between connecting reinforcement (6) is all set.The utility model is applied to the precast concrete wall reinforcing bar pin joint carrying template and connects.
Description
technical field:
this use is novel relates to a kind of precast concrete wall reinforcing bar pin joint connecting elements carrying template, is specifically related to a kind of assembled architecture main body, belongs to technical field of buildings.
background technology:
existing precast wall body connects complex procedures, and on-the-spot work post is more, is subject to the impact of recruitment famine; Muscle, formwork are tied up in position, ater-casting, affect programming, construction cost higher and in mold process quality wayward, easily cause running pulp, rise the common quality defects such as mould, survives rear impression quality bad.
summary of the invention:
the purpose of this utility model is to provide a kind of precast concrete wall reinforcing bar pin joint connecting elements carrying template.
above-mentioned object is realized by following technical scheme:
carry the precast concrete wall reinforcing bar pin joint connecting elements of template, its composition comprises: one group of precast concrete wall, one group of described precast concrete wall connected mode can be " one " font, " fourth " font, " ten " word chiasma type, one group of described precast concrete wall comprises decorative layer, insulation layer and deck group or be only made up of precast construction layer, described precast concrete wall is solid construction or hollow-core construction, described precast concrete wall be solid construction or hollow-core construction the thin template of two layer concretes between all connecting reinforcement is set, described connecting reinforcement is closed circular one to one.
The described precast concrete wall reinforcing bar pin joint connecting elements carrying template, described precast concrete wall is solid construction, has visited the thin template of concrete outside described both sides, precast concrete wall deck wall thickness direction.
The described precast concrete wall reinforcing bar pin joint connecting elements carrying template, one group of described precast concrete wall is hollow-core construction, and described pre-cast concrete walling inside has lattice reinforcing bar, the described thin template of lattice bar connecting two layer concrete.
The described precast concrete wall reinforcing bar pin joint connecting elements carrying template, connecting reinforcement between the described thin template of precast concrete wall two layer concrete is connected with closed stirrup pin joint by longitudinal reinforcement, described closed stirrup is positioned on the connecting reinforcement of connecting wall one by one, in described closed stirrup, side is inserted one-sided longitudinal reinforcement and is fixedly connected with, and described body of wall relevant position, bar connecting region has handle hole.
The described precast concrete wall reinforcing bar pin joint connecting elements carrying template, when in described closed stirrup, side is inserted one-sided longitudinal reinforcement and is fixedly connected with, described one-sided longitudinal reinforcement bar connecting mode corresponding to lower floor to connect or grout sleeve connects or straight screw sleeve connects or taper thread sleeve connects or compression sleeve connects for overlapping; Or opposite side inserts longitudinal reinforcement when being fixedly connected with in described closed stirrup, described opposite side longitudinal reinforcement bar connecting mode corresponding to lower floor is retrain to starch anchor and to connect or grout sleeve connects or straight screw sleeve connects or taper thread sleeve connects or compression sleeve connects.
the beneficial effects of the utility model:
1. connecting between the utility model body of wall no longer needs alter-pouring strips mould plate to coordinate, and job site does not need carpenter, avoids the harmful effect that recruitment famine causes construction speed; Save material consumption, avoid use template cause running pulp, rise the common quality defects such as mould; Survive rear structure impression quality good, be convenient to later stage finishing; Improve speed of application, reduce construction cost.
connect position, ater-casting reinforcing bar between the utility model body of wall to be connected by constraint slurry anchor, grout sleeve, straight screw sleeve, taper thread sleeve, compression sleeve, bar connecting intensity is high, simple to operate, and speed of application is fast, and quality is easy to ensure.
when the utility model wallboard inside is hollow, the inner concreting of body of wall forms entirety, and distortion is consistent, and structural integrity is strong, and the lattice reinforcing bar that body of wall inside is arranged can improve the integral rigidity of wall sheet, and anti-seismic performance is good.
accompanying drawing illustrates:
accompanying drawing 1 is the yi word pattern structural representation of band insulation layer of the present invention and decorative layer.
accompanying drawing 2 is yi word pattern structural representations of precast construction layer of the present invention.
accompanying drawing 3 is yi word pattern structural representations of precast hollow deck of the present invention.
accompanying drawing 4 is tee T structural representations of band insulation layer of the present invention and decorative layer.
accompanying drawing 5 is tee T structural representations of precast construction layer of the present invention.
accompanying drawing 6 is tee T structural representations of precast hollow deck of the present invention.
accompanying drawing 7 is cross-shaped configuration schematic diagrames of precast construction layer of the present invention.
accompanying drawing 8 is cross-shaped configuration schematic diagrames of precast hollow deck of the present invention.
accompanying drawing 9 is precast construction layer yi word pattern body of wall mounting plane schematic diagrames I of the present invention.
accompanying drawing 10 is precast construction layer yi word pattern body of wall mounting plane schematic diagrames II of the present invention.
accompanying drawing 11 is precast construction layer yi word pattern body of wall mounting plane schematic diagrames III of the present invention.
accompanying drawing 12 is precast construction layer yi word pattern body of wall mounting plane schematic diagrames IV of the present invention.
accompanying drawing 13 is precast construction layer yi word pattern body of wall mounting plane schematic diagrames V of the present invention.
accompanying drawing 14 is precast construction layer yi word pattern body of wall mounting plane schematic diagrames VI of the present invention.
accompanying drawing 15 is that precast construction layer yi word pattern body of wall of the present invention installs vertical cross-sectional I.
accompanying drawing 16 is that precast construction layer yi word pattern body of wall of the present invention installs vertical cross-sectional II.
accompanying drawing 17 is the first sleeve connection schematic diagram of wall steel bar of the present invention.
accompanying drawing 18 is wall steel bar the second sleeve connection schematic diagrames of the present invention.
accompanying drawing 19 is the third sleeve connection schematic diagrames of wall steel bar of the present invention.
accompanying drawing 20 is wall steel bar of the present invention 4th kind of sleeve connection schematic diagrames.
detailed description of the invention:
embodiment 1:
carry the precast concrete wall reinforcing bar pin joint method of attachment of template, its composition comprises: one group of precast concrete wall, connected mode can be " one " font, " fourth " font, " ten " word chiasma type etc.Described body of wall can be made up of decorative layer (1), insulation layer (2) and deck (3) or independent precast construction layer.During independent precast construction layer, body of wall inside can be solid or hollow.When described body of wall is solid, visit the thin template of concrete (4) of certain length outside both sides, wall body structure layer wall thickness direction, for serving as the alter-pouring strips mould plate of connecting wall.When described body of wall is hollow, body of wall inside arranges lattice reinforcing bar (5), for connecting the thin template of two layer concretes.Whether described body of wall is no matter hollow, all arranges connecting reinforcement (6) between the thin template of two layer concretes, and described connecting reinforcement is closed circular one to one.
embodiment 2:
the precast concrete wall carrying template described in embodiment 1, it is characterized in that: the connecting reinforcement between the thin template of body of wall two layer concrete realizes pin joint by longitudinal reinforcement and closed stirrup and is connected, described closed stirrup (7) size is slightly little compared with spacing between concrete thin template, can ensure to move freely, described longitudinal reinforcement and closed stirrup reinforcement ratio are not less than the design load of structure design.
embodiment 3:
the precast concrete wall carrying template described in embodiment 1 or 2, it is characterized in that: one group of described precast concrete wall comprises connecting wall () and is connected body of wall (two), the thin template length of concrete that described connecting wall is visited outward is not less than closed stirrup length; Described be connected the thin template length of concrete that body of wall visits outward and should meet the space that closed stirrup and connecting reinforcement formed and insert longitudinal reinforcement.After body of wall to be connected installs location, closed stirrup is positioned on the connecting reinforcement of connecting wall one by one, ensure not expose metope or do not affect to be connected body of wall, insert one-sided longitudinal reinforcement (8), described one-sided longitudinal reinforcement and closed stirrup are fixed, both guarantees can move integrally, and described one-sided longitudinal reinforcement bar connecting mode corresponding to lower floor connects (10) or grout sleeve (a) connects or straight screw sleeve (b) connects or taper thread sleeve (c) connects or compression sleeve (d) all kinds of sleeve (11) such as to connect and connects for overlapping; After body of wall to be joined installs location, the entirety of one-sided longitudinal reinforcement and closed stirrup being fixed formation moves to being connected body of wall, moves on connecting wall connecting reinforcement always, inserts other one group of longitudinal reinforcement (9).Described other one group of longitudinal reinforcement bar connecting mode corresponding to lower floor is starched anchor (12) to connect or grout sleeve connects or straight screw sleeve connects or taper thread sleeve connects or compression sleeve connection etc. for being retrained, and described body of wall relevant position, bar connecting region can reservation operations hole (13).
embodiment 4:
the precast concrete wall carrying template described in embodiment 1 or 2 or 3, it is characterized in that: after one group of described precast concrete wall installs location, bar connecting is complete, by body of wall fixing clearance filling plugging material, build ater-casting between body of wall, form the structural system being equal to cast-in-place shear wall.
Claims (5)
1. carry the precast concrete wall reinforcing bar pin joint connecting elements of template, its composition comprises: one group of precast concrete wall, it is characterized in that: one group of described precast concrete wall connected mode can be " one " font, " fourth " font, " ten " word chiasma type, one group of described precast concrete wall comprises decorative layer, insulation layer and deck group or be only made up of precast construction layer, described precast concrete wall is solid construction or hollow-core construction, described precast concrete wall be solid construction or hollow-core construction the thin template of two layer concretes between all connecting reinforcement is set, described connecting reinforcement is closed circular one to one.
2. the precast concrete wall reinforcing bar pin joint connecting elements carrying template according to claim 1, it is characterized in that: described precast concrete wall is solid construction, outside described both sides, precast concrete wall deck wall thickness direction, visited the thin template of concrete.
3. the precast concrete wall reinforcing bar pin joint connecting elements carrying template according to claim 1, it is characterized in that: one group of described precast concrete wall is hollow-core construction, described pre-cast concrete walling inside has lattice reinforcing bar, the described thin template of lattice bar connecting two layer concrete.
4. the precast concrete wall reinforcing bar pin joint connecting elements carrying template according to claim 1 or 2 or 3, it is characterized in that: the connecting reinforcement between the described thin template of precast concrete wall two layer concrete is connected with closed stirrup pin joint by longitudinal reinforcement, described closed stirrup is positioned on the connecting reinforcement of connecting wall one by one, in described closed stirrup, side is inserted one-sided longitudinal reinforcement and is fixedly connected with, and described body of wall relevant position, bar connecting region has handle hole.
5. the precast concrete wall reinforcing bar pin joint connecting elements carrying template according to claim 4, it is characterized in that: when in described closed stirrup, side is inserted one-sided longitudinal reinforcement and is fixedly connected with, described one-sided longitudinal reinforcement bar connecting mode corresponding to lower floor to connect or grout sleeve connects or straight screw sleeve connects or taper thread sleeve connects or compression sleeve connects for overlapping; Or opposite side inserts longitudinal reinforcement when being fixedly connected with in described closed stirrup, described opposite side longitudinal reinforcement bar connecting mode corresponding to lower floor is retrain to starch anchor and to connect or grout sleeve connects or straight screw sleeve connects or taper thread sleeve connects or compression sleeve connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420747449.XU CN204252322U (en) | 2014-12-03 | 2014-12-03 | Carry the precast concrete wall reinforcing bar pin joint connecting elements of template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420747449.XU CN204252322U (en) | 2014-12-03 | 2014-12-03 | Carry the precast concrete wall reinforcing bar pin joint connecting elements of template |
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| Publication Number | Publication Date |
|---|---|
| CN204252322U true CN204252322U (en) | 2015-04-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420747449.XU Active CN204252322U (en) | 2014-12-03 | 2014-12-03 | Carry the precast concrete wall reinforcing bar pin joint connecting elements of template |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358330A (en) * | 2014-12-03 | 2015-02-18 | 黑龙江宇辉新型建筑材料有限公司 | Reinforcement pin connection member for precast concrete walls with formworks and connection method |
| CN107201782A (en) * | 2017-07-18 | 2017-09-26 | 西安全鼎建筑科技有限公司 | A kind of wall of assembled architecture, floor connecting node and method |
| CN109667425A (en) * | 2019-01-29 | 2019-04-23 | 中国水利水电第八工程局有限公司 | The construction method of prefabricated Side fascia with after-pouring band |
-
2014
- 2014-12-03 CN CN201420747449.XU patent/CN204252322U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358330A (en) * | 2014-12-03 | 2015-02-18 | 黑龙江宇辉新型建筑材料有限公司 | Reinforcement pin connection member for precast concrete walls with formworks and connection method |
| CN104358330B (en) * | 2014-12-03 | 2017-12-01 | 黑龙江宇辉新型建筑材料有限公司 | Carry precast concrete wall reinforcing bar pin joint connecting elements and the connection method of template |
| CN107201782A (en) * | 2017-07-18 | 2017-09-26 | 西安全鼎建筑科技有限公司 | A kind of wall of assembled architecture, floor connecting node and method |
| CN109667425A (en) * | 2019-01-29 | 2019-04-23 | 中国水利水电第八工程局有限公司 | The construction method of prefabricated Side fascia with after-pouring band |
| CN109667425B (en) * | 2019-01-29 | 2021-05-07 | 中国水利水电第八工程局有限公司 | Construction method of assembled prefabricated external wall panel with post-pouring belt |
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| TR01 | Transfer of patent right |
Effective date of registration: 20171221 Address after: 432000 Hubei province Xiaogan city Xiaochang County Economic Development Zone Patentee after: Hubei Yuhui New Type Building Material Co., Ltd. Address before: The 150000 Heilongjiang province Harbin City Limin Development Zone North Company Patentee before: Heilongjiang Yuhui New Building Materials Co., Ltd. |