CN108843031A - A kind of assembly concrete shear wall fittable slackening device and construction method - Google Patents
A kind of assembly concrete shear wall fittable slackening device and construction method Download PDFInfo
- Publication number
- CN108843031A CN108843031A CN201810652579.8A CN201810652579A CN108843031A CN 108843031 A CN108843031 A CN 108843031A CN 201810652579 A CN201810652579 A CN 201810652579A CN 108843031 A CN108843031 A CN 108843031A
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- China
- Prior art keywords
- shear wall
- support bar
- bolt
- guiding ruler
- precast shear
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/26—Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention provides a kind of assembly concrete shear wall fittable slackening device and construction method, including precast shear wall, the precast shear wall is vertically arranged in the upper surface of underplate concrete, it further include guiding ruler and flower basket bolt, two dead rings are fixedly connected on the surface of the precast shear wall and the opposite one side wall of guiding ruler, dead ring of the both ends of the flower basket bolt respectively with precast shear wall and guiding ruler side wall is bolted, another sidewall surfaces of the guiding ruler have been bolted inclined support bar and horizontal support bar, the upper end face of the underplate concrete is also fixedly connected with U-bolt, the other end of the inclined support bar and horizontal support bar is fixedly connected on U-bolt；The configuration of the present invention is simple, it is easy to operate, using triangle principle, there is good bearing capacity and safety；It plays a key effect to the quality control of installation process, improves the construction quality of assembled architecture.
Description
Technical field
The present invention relates to engineering construction field, specially a kind of assembly concrete shear wall fittable slackening device and construction
Method.
Background technique
With flourishing for construction industry, more and more new technologies, new process, new material are developed, and build water
It is flat to be significantly improved.
Assembled monolithic concrete structure is a kind of novel structural system, it has both cast-in-place concrete structure and prefabricated dress
It the advantages of with formula concrete structure, is widely used in engineering practice.Assembled integral concrete shear wall structure
Significant superiority is presented in engineering practice.
However in the construction process due to working procedure complexity, component connection integrity requires high, the easy production in construction
Raw mass defect, causes the overall stability of building structure to be unsatisfactory for requiring.
Summary of the invention
The present invention provides a kind of assembly concrete shear wall fittable slackening device and construction method, it is therefore intended that in solution
State proposed in background technique in the construction process due to working procedure complexity, component connection integrity require it is high, in construction
It is easy to produce mass defect, the overall stability of building structure is caused to be unsatisfactory for the problem of requiring.
To achieve the above object, the present invention provides a kind of assembly concrete shear wall fittable slackening device, including prefabricated
Shear wall, the precast shear wall are vertically arranged in the upper surface of underplate concrete, further include guiding ruler and flower basket bolt, described pre-
Two dead rings, the both ends point of the flower basket bolt are fixedly connected on the surface of the opposite one side wall of shear wall and guiding ruler processed
Dead ring not with precast shear wall and guiding ruler side wall is bolted, and another sidewall surfaces of the guiding ruler have been bolted oblique branch
Strut and horizontal support bar, the upper end face of the underplate concrete are also fixedly connected with U-bolt, the inclined support bar and water
The other end of flat support rod is fixedly connected on U-bolt.
Preferably, the guiding ruler and flower basket bolt are that high-strength steel is made.
Preferably, the inclined support bar and horizontal support bar are 30 solid steel tube of Ф.
Preferably, the flower basket bolt is that orchid is spent in American die forging.
Preferably, a side surface of the guiding ruler is fixedly connected with leveling device, and the leveling device is DS3 the earth water
Quasi- instrument.
Preferably, a kind of construction method of assembly concrete shear wall fittable slackening device, including step in detail below：
Step 1: the embedded U-shaped bolt before underplate concrete pours, the connection as inclined support bar and horizontal support bar
Point；
Step 2: suspending precast shear wall to the underplate concrete position of required installation in midair using tower crane, guarantee that component is complete
It is good lossless；
Step 3: inclined support bar and horizontal support bar are fixed on U-bolt, while by guiding ruler and inclined support bar and water
Flat support rod is bolted；It is mechanically connected using the flower basket bolt on guiding ruler with precast shear wall, when installation keeps
Whole stability；
Step 4: being cut by the position of flower basket bolt and leveling device combination construction drawing and unwrapping wire on guiding ruler to prefabricated
Position, angle, verticality of power wall etc. are adjusted, and guarantee that precast shear wall meets the status requirement of construction drawing, really prefabricated to cut
The verticality of power wall.
It is compared with prior art, the present invention having the following advantages and benefits,
1) the assembly concrete shear wall fittable slackening device is formed by inclined support bar and horizontal support bar with guiding ruler
Firm gusseted system to play a supporting role to precast shear wall, and adjusts shearing by flower basket bolt during installation
Position, angle and verticality of wall etc..
2) the assembly concrete shear wall fittable slackening device, is calibrated by verticality of the leveling device to guiding ruler
And determination.
The configuration of the present invention is simple, it is easy to operate, using triangle principle, there is good bearing capacity and safety；To installation
The quality control of process plays a key effect, and improves the construction quality of assembled architecture, solves and mention in above-mentioned background technique
Out in the construction process due to working procedure complexity, component connection integrity requires high, and quality is easy to produce in construction and is lacked
It falls into, the overall stability of building structure is caused to be unsatisfactory for the problem of requiring.
Detailed description of the invention
Fig. 1 illustrates a kind of structural schematic diagram of assembly concrete shear wall fittable slackening device of the invention；
Fig. 2 illustrates the partial enlarged view of part A of the invention；
It illustrates：1 precast shear wall, 2 guiding rulers, 3 leveling devices, 4 inclined support bars, 5 horizontal support bars, 6U type bolt, 7
Flower basket bolt, 8 dead rings, 9 underplate concretes.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to
Limit the present invention.
With reference to the accompanying drawing and specific embodiment is further described application principle of the invention.
Embodiment one
A kind of assembly concrete shear wall fittable slackening device as depicted in figs. 1 and 2, including precast shear wall 1, institute
The upper surface that precast shear wall 1 is vertically arranged in underplate concrete 9 is stated, further includes guiding ruler 2 and flower basket bolt 7, it is described prefabricated to cut
Two dead rings 8, the both ends point of the flower basket bolt 7 are fixedly connected on the surface of power wall 1 and the opposite one side wall of guiding ruler 2
Dead ring 8 not with 2 side wall of precast shear wall 1 and guiding ruler is bolted, and another sidewall surfaces of the guiding ruler 2 have been bolted
Inclined support bar 4 and horizontal support bar 5, the upper end face of the underplate concrete 9 are also fixedly connected with U-bolt 6, the oblique branch
The other end of strut 4 and horizontal support bar 5 is fixedly connected on U-bolt 6.
Wherein, the guiding ruler 2 and flower basket bolt 7 are that high-strength steel is made, the inclined support bar 4 and horizontal support bar
5 be 30 solid steel tube of Ф, and the flower basket bolt 7 is that orchid is spent in American die forging, and a side surface of the guiding ruler 2 is fixedly connected with
Leveling device 3, the leveling device 3 are DS3 geodetic level.
A kind of construction method of assembly concrete shear wall fittable slackening device, including step in detail below：
Step 1: the embedded U-shaped bolt 6 before underplate concrete 9 pours, the company as inclined support bar 4 and horizontal support bar 5
Contact；
Step 2: suspending precast shear wall 1 to 9 position of underplate concrete of required installation in midair using tower crane, guarantee component
Intactly；
Step 3: inclined support bar 4 and horizontal support bar 5 are fixed on U-bolt 6, while by guiding ruler 2 and inclined support bar
4 and horizontal support bar 5 be bolted；It is mechanically connected, is pacified with precast shear wall 1 using the flower basket bolt 7 on guiding ruler 2
Whole stability is kept when dress；
Step 4: by the position of flower basket bolt 7 and the combination construction drawing of leveling device 3 and unwrapping wire on guiding ruler 2 to pre-
Position, angle, the verticality etc. of shear wall 1 processed are adjusted, and guarantee that precast shear wall 1 meets the status requirement of construction drawing, really
The verticality of precast shear wall 1.
It should be noted that, in this document, the terms "include", "comprise" or its any other variant are intended to non-row
His property includes, so that the process, method, article or equipment for including a series of elements not only includes those elements, and
And further include other elements that are not explicitly listed, or further include for this process, method, article or equipment institute it is intrinsic
Element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that including institute
State in the process, method, article or equipment of element that there is also other identical elements.
The above is made skilled artisans appreciate that or realizing this hair in specific embodiment party of the invention
It is bright.Various modifications to these embodiments will be apparent to one skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Claims (6)
1. a kind of assembly concrete shear wall fittable slackening device, including precast shear wall (1), the precast shear wall (1)
It is vertically arranged in the upper surface of underplate concrete (9), which is characterized in that it further include guiding ruler (2) and flower basket bolt (7), it is described pre-
Two dead rings (8), the gaily decorated basket spiral shell are fixedly connected on the surface of shear wall (1) processed and the opposite one side wall of guiding ruler (2)
Dead ring (8) of the both ends of bolt (7) respectively with precast shear wall (1) and guiding ruler (2) side wall is bolted, the guiding ruler (2)
Another sidewall surfaces have been bolted inclined support bar (4) and horizontal support bar (5), the upper end face of the underplate concrete (9)
It is also fixedly connected with U-bolt (6), the other end of the inclined support bar (4) and horizontal support bar (5) is fixedly connected with U-shaped
On bolt (6).
2. a kind of assembly concrete shear wall fittable slackening device according to claim 1, which is characterized in that described
Guiding ruler (2) and flower basket bolt (7) are that high-strength steel is made.
3. a kind of assembly concrete shear wall fittable slackening device according to claim 1, which is characterized in that described
Inclined support bar (4) and horizontal support bar (5) are 30 solid steel tube of Ф.
4. a kind of assembly concrete shear wall fittable slackening device according to claim 1, which is characterized in that described
Flower basket bolt (7) is that orchid is spent in American die forging.
5. a kind of assembly concrete shear wall fittable slackening device according to claim 1, which is characterized in that described to lean on
One side surface of ruler (2) is fixedly connected with leveling device (3), and the leveling device (3) is DS3 geodetic level.
6. according to claim 1 to a kind of construction of assembly concrete shear wall fittable slackening device described in 5 any one
Method, which is characterized in that including step in detail below：
Step 1: the embedded U-shaped bolt (6) before underplate concrete (9) pours, as inclined support bar (4) and horizontal support bar (5)
Tie point；
Step 2: suspending precast shear wall (1) to underplate concrete (9) position of required installation in midair using tower crane, guarantee component
Intactly；
Step 3: inclined support bar (4) and horizontal support bar (5) are fixed on U-bolt (6), while guiding ruler (2) being propped up with oblique
Strut (4) and horizontal support bar (5) are bolted；Using on guiding ruler (2) flower basket bolt (7) and precast shear wall (1)
It is mechanically connected, whole stability is kept when installation；
Step 4: passing through the position pair that the flower basket bolt (7) and leveling device (3) on guiding ruler (2) combine construction drawing and unwrapping wire
Position, angle, the verticality etc. of precast shear wall (1) are adjusted, and the position that guarantee precast shear wall (1) meets construction drawing is wanted
It asks, the verticality of true precast shear wall (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810652579.8A CN108843031A (en) | 2018-06-22 | 2018-06-22 | A kind of assembly concrete shear wall fittable slackening device and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810652579.8A CN108843031A (en) | 2018-06-22 | 2018-06-22 | A kind of assembly concrete shear wall fittable slackening device and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108843031A true CN108843031A (en) | 2018-11-20 |
Family
ID=64203060
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810652579.8A Pending CN108843031A (en) | 2018-06-22 | 2018-06-22 | A kind of assembly concrete shear wall fittable slackening device and construction method |
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|---|---|
| CN (1) | CN108843031A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528899A (en) * | 2019-09-06 | 2019-12-03 | 广东洋艺建设有限公司 | A kind of assembly concrete shearing wall support structure and its installation method |
| CN111962878A (en) * | 2020-06-19 | 2020-11-20 | 青岛中建联合建设工程有限公司 | Detachable combined wall part position regulator |
Citations (6)
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|---|---|---|---|---|
| CN202188814U (en) * | 2011-07-22 | 2012-04-11 | 中建三局第二建设工程有限责任公司 | Verticality and flatness detecting device used in installation of shear wall template |
| CN203891484U (en) * | 2014-05-16 | 2014-10-22 | 江苏建筑职业技术学院 | Rapid mounting and positioning device for precast-concrete vertical components |
| CN204098463U (en) * | 2014-08-08 | 2015-01-14 | 徐韩伟 | Builder's jack |
| CN206319631U (en) * | 2016-12-21 | 2017-07-11 | 福建鸿翔建筑模板有限公司 | A kind of shear wall vertical adjustment mechanism |
| CN206591827U (en) * | 2017-03-20 | 2017-10-27 | 中冶建工集团有限公司 | A kind of shear wall aluminum alloy mould plate inclined support structure |
| CN108071866A (en) * | 2017-11-17 | 2018-05-25 | 江苏壹鼎崮机电科技有限公司 | A kind of efficient locking suspension and support for tube body installation |
-
2018
- 2018-06-22 CN CN201810652579.8A patent/CN108843031A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202188814U (en) * | 2011-07-22 | 2012-04-11 | 中建三局第二建设工程有限责任公司 | Verticality and flatness detecting device used in installation of shear wall template |
| CN203891484U (en) * | 2014-05-16 | 2014-10-22 | 江苏建筑职业技术学院 | Rapid mounting and positioning device for precast-concrete vertical components |
| CN204098463U (en) * | 2014-08-08 | 2015-01-14 | 徐韩伟 | Builder's jack |
| CN206319631U (en) * | 2016-12-21 | 2017-07-11 | 福建鸿翔建筑模板有限公司 | A kind of shear wall vertical adjustment mechanism |
| CN206591827U (en) * | 2017-03-20 | 2017-10-27 | 中冶建工集团有限公司 | A kind of shear wall aluminum alloy mould plate inclined support structure |
| CN108071866A (en) * | 2017-11-17 | 2018-05-25 | 江苏壹鼎崮机电科技有限公司 | A kind of efficient locking suspension and support for tube body installation |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528899A (en) * | 2019-09-06 | 2019-12-03 | 广东洋艺建设有限公司 | A kind of assembly concrete shearing wall support structure and its installation method |
| CN111962878A (en) * | 2020-06-19 | 2020-11-20 | 青岛中建联合建设工程有限公司 | Detachable combined wall part position regulator |
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Application publication date: 20181120 |