CN107675838A - Assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method - Google Patents
Assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method Download PDFInfo
- Publication number
- CN107675838A CN107675838A CN201710877974.1A CN201710877974A CN107675838A CN 107675838 A CN107675838 A CN 107675838A CN 201710877974 A CN201710877974 A CN 201710877974A CN 107675838 A CN107675838 A CN 107675838A
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- CN
- China
- Prior art keywords
- precast beam
- lane change
- cast
- wall
- brick
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/18—Spacers of metal or substantially of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to a kind of assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method, and when progress cast-in-situ wall ties up muscle, the placement space of sidewalk brick precast beam is reserved on wall top；The overlap joint reinforcing bar reserved by lane change brick precast beam bottom, is attached with cast-in-situ wall, and by the grout hole reserved on lane change brick precast beam, cast-in-situ wall is poured；Lane change brick precast beam forms an entirety with cast-in-situ wall；The pre-buried sleeve joint bar in precast beam top is attached with upper strata precast wall body sleeve.Assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method of the present invention, is attached by reinforcing bar pre-buried on precast beam and following cast-in-situ wall, and precast beam top embedded sleeve barrel joint bar carries out sleeve connection with upper wall；Accelerate first floor precast wall body installation rate and inject pre-buried precision, and then save construction cost, reduce labor strength, improve efficiency of construction, ensure construction quality.
Description
Technical field
It is that to be related to a kind of assembled architecture sidewalk brick prefabricated specifically the present invention relates to a kind of construction techniques
Beam embedded sleeve barrel joint bar construction method.
Background technology
During fabricated shear wall installation, the longitudinal reinforcement connection of node and seam crossing is more to be in the milk using sleeve
Connection.
Due to removing basal layer, the shear wall of index bed is all prefabricated, so during installation, index bed and top
The shear wall of layer can be installed accurately by the reserved sleeve joint bar of lower floor's shear wall, therefore above-mentioned connected mode exists
Technical requirements are high in the work progress of reserved joint bar on the conversion layer of in-situ layer and preformed layer, and difficulty of construction is big.
The content of the invention
For above-mentioned deficiency of the prior art, the present invention provides a kind of simple in construction, easy for construction, raising construction matter
Amount, reduce the assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method of difficulty of construction.
The technical solution used in the present invention is：
A kind of assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method, including it is arranged on top on cast-in-place wall
Lane change brick precast beam；
The grout hole for grouting is provided with the middle part of the lane change brick precast beam along its length；
Lane change brick precast beam is provided with sleeve joint bar and overlap joint reinforcing bar；
The cylinder joint bar and overlap joint reinforcing bar are structure as a whole with lane change brick precast beam；
The lane change brick precast beam is provided with split bolt hole；
Specific construction step is as follows：
When progress cast-in-situ wall ties up muscle, the placement space of sidewalk brick precast beam is reserved on wall top；
Colligation cast-in-situ wall reinforcing bar, after cast-in-situ wall reinforcing bar colligation；
Lane change brick precast beam is placed on the good reinforcing bar of cast-in-situ wall colligation；
The reserved overlap joint reinforcing bar in lane change brick precast beam bottom is attached with cast-in-situ wall, by being arranged on lane change brick during formwork
The split bolt in reserved split bolt hole on formula precast beam is reinforced to template；
By the grout hole reserved on lane change brick precast beam, cast-in-situ wall is poured；
Lane change brick precast beam forms an entirety with cast-in-situ wall；
The pre-buried sleeve joint bar in precast beam top is attached with upper strata precast wall body sleeve.
The grout hole is through hole.
The sleeve joint bar stretches out from lane change brick precast beam upper surface；Reinforcing bar is overlapped from lane change brick precast beam lower surface
Stretch out..
The beneficial effect of the present invention compared with the prior art：
Assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method of the present invention, passes through reinforcing bar pre-buried on precast beam
It is attached with following cast-in-situ wall, precast beam top embedded sleeve barrel joint bar carries out sleeve connection with upper wall；Due to can be with
By controlling the hole of prefabricated beam mould embedded sleeve barrel joint bar, accelerate first floor precast wall body installation rate and inject pre-buried essence
Degree, and then construction cost is saved, labor strength is reduced, improves efficiency of construction, ensures construction quality.
Brief description of the drawings
Fig. 1 is the constructing structure signal of assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method of the present invention
Figure；
Fig. 2 is the lane change brick precast beam master of assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method of the present invention
Depending on structural representation；
Fig. 3 is that the lane change brick precast beam of assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method of the present invention is bowed
Depending on structural representation；
Fig. 4 is the lane change brick precast beam side of assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method of the present invention
Depending on structural representation.
Critical piece symbol description in accompanying drawing：
In figure：
1st, lane change brick precast beam 2, sleeve joint bar
3rd, reinforcing bar 4, split bolt hole are overlapped
5th, cast-in-situ wall reinforcing bar 6, grout hole.
Embodiment
Referring to the drawings and embodiment the present invention will be described in detail：
Knowable to accompanying drawing 1-4, a kind of assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method, including be arranged on existing
Pour the lane change brick precast beam 1 on top on wall；
The middle part of lane change brick precast beam 1 is provided with the grout hole 6 for grouting along its length；
Lane change brick precast beam 1 is provided with sleeve joint bar 2 and overlap joint reinforcing bar 3；
The cylinder joint bar 2 and overlap joint reinforcing bar 3 are structure as a whole with lane change brick precast beam 1；
The lane change brick precast beam 1 is provided with split bolt hole 4；
Specific construction step is as follows：
When progress cast-in-situ wall ties up muscle, the placement space of sidewalk brick precast beam is reserved on wall top；
Colligation cast-in-situ wall reinforcing bar 5, after the colligation of cast-in-situ wall reinforcing bar 5；
Lane change brick precast beam is placed on the good reinforcing bar of cast-in-situ wall colligation；
The reserved overlap joint reinforcing bar 3 in lane change brick precast beam bottom is attached with cast-in-situ wall, by being arranged on lane change during formwork
The split bolt in reserved split bolt hole on brick precast beam is reinforced to template；
By the grout hole reserved on lane change brick precast beam, cast-in-situ wall is poured；
Lane change brick precast beam forms an entirety with cast-in-situ wall；
The pre-buried sleeve joint bar in precast beam top is attached with upper strata precast wall body sleeve.
The grout hole 6 is through hole.
The sleeve joint bar stretches out from lane change brick precast beam upper surface；Reinforcing bar is overlapped from lane change brick precast beam lower surface
Stretch out..
Assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method of the present invention, by pre-buried on precast beam
Reinforcing bar is attached with following cast-in-situ wall, and precast beam top embedded sleeve barrel joint bar carries out sleeve connection with upper wall；Due to
It can accelerate first floor precast wall body installation rate by controlling prefabricated beam mould embedded sleeve barrel joint bar hole and inject pre-buried
Precision, and then construction cost is saved, labor strength is reduced, improves efficiency of construction, ensures construction quality.
The above described is only a preferred embodiment of the present invention, not the structure of the present invention is made any formal
Limitation.Any simple modification, equivalent change and modification that every technical spirit according to the present invention is made to above example,
Belong in the range of technical scheme.
Claims (3)
1. a kind of assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method, it is characterised in that including being arranged on
The lane change brick precast beam on cast-in-place wall top；
The grout hole for grouting is provided with the middle part of the lane change brick precast beam along its length；
Lane change brick precast beam is provided with sleeve joint bar and overlap joint reinforcing bar；
The cylinder joint bar and overlap joint reinforcing bar are structure as a whole with lane change brick precast beam；
The lane change brick precast beam is provided with split bolt hole；
Specific construction step is as follows：
When progress cast-in-situ wall ties up muscle, the placement space of sidewalk brick precast beam is reserved on wall top；
Colligation cast-in-situ wall reinforcing bar, after cast-in-situ wall reinforcing bar colligation；
Lane change brick precast beam is placed on the good reinforcing bar of cast-in-situ wall colligation；
The reserved overlap joint reinforcing bar in lane change brick precast beam bottom is attached with cast-in-situ wall, by being arranged on lane change brick during formwork
The split bolt in reserved split bolt hole on formula precast beam is reinforced to template；
By the grout hole reserved on lane change brick precast beam, cast-in-situ wall is poured；
Lane change brick precast beam forms an entirety with cast-in-situ wall；
The pre-buried sleeve joint bar in precast beam top is attached with upper strata precast wall body sleeve.
2. assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method, its feature exist according to claim 1
In：The grout hole is through hole.
3. assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method, its feature exist according to claim 1
In：The sleeve joint bar stretches out from lane change brick precast beam upper surface；Reinforcing bar is overlapped to stretch out from lane change brick precast beam lower surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710877974.1A CN107675838A (en) | 2017-09-26 | 2017-09-26 | Assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710877974.1A CN107675838A (en) | 2017-09-26 | 2017-09-26 | Assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107675838A true CN107675838A (en) | 2018-02-09 |
Family
ID=61136123
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710877974.1A Pending CN107675838A (en) | 2017-09-26 | 2017-09-26 | Assembled architecture sidewalk brick precast beam embedded sleeve barrel joint bar construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107675838A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409710A (en) * | 2019-08-14 | 2019-11-05 | 长沙远大住宅工业（江苏）有限公司 | A kind of composite beam, composite beam and cast-in-place column connected node and its construction method |
| CN110761419A (en) * | 2019-10-29 | 2020-02-07 | 袁建华 | Construction method for three-dimensional positioning accuracy of prefabricated house foundation connecting piece |
| CN111321821A (en) * | 2020-02-28 | 2020-06-23 | 南京工程学院 | Adopt prefabricated shear force wall steel bar connection structure tied in a bundle of full assembled level seam |
Citations (5)
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|---|---|---|---|---|
| CN101929200A (en) * | 2010-08-11 | 2010-12-29 | 管乃彦 | Prefabricated vertical component and construction method in application thereof |
| CN102425310A (en) * | 2011-12-15 | 2012-04-25 | 中国二十二冶集团有限公司 | Assembly-type residential shear wall structural wall body vertical connection construction method |
| CN102808465A (en) * | 2012-08-08 | 2012-12-05 | 沈阳建筑大学 | Assembly connecting structure and assembly connecting method of assembled concrete frame and shear wall combination |
| CN105780935A (en) * | 2016-05-09 | 2016-07-20 | 福建工程学院 | Prefabricated assembling type steel pipe restrained energy-dissipation connection node and construction method |
| CN105908977A (en) * | 2016-06-08 | 2016-08-31 | 成都建筑工程集团总公司 | Joint bar construction structure and method |
-
2017
- 2017-09-26 CN CN201710877974.1A patent/CN107675838A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101929200A (en) * | 2010-08-11 | 2010-12-29 | 管乃彦 | Prefabricated vertical component and construction method in application thereof |
| CN102425310A (en) * | 2011-12-15 | 2012-04-25 | 中国二十二冶集团有限公司 | Assembly-type residential shear wall structural wall body vertical connection construction method |
| CN102808465A (en) * | 2012-08-08 | 2012-12-05 | 沈阳建筑大学 | Assembly connecting structure and assembly connecting method of assembled concrete frame and shear wall combination |
| CN105780935A (en) * | 2016-05-09 | 2016-07-20 | 福建工程学院 | Prefabricated assembling type steel pipe restrained energy-dissipation connection node and construction method |
| CN105908977A (en) * | 2016-06-08 | 2016-08-31 | 成都建筑工程集团总公司 | Joint bar construction structure and method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409710A (en) * | 2019-08-14 | 2019-11-05 | 长沙远大住宅工业（江苏）有限公司 | A kind of composite beam, composite beam and cast-in-place column connected node and its construction method |
| CN110761419A (en) * | 2019-10-29 | 2020-02-07 | 袁建华 | Construction method for three-dimensional positioning accuracy of prefabricated house foundation connecting piece |
| CN111321821A (en) * | 2020-02-28 | 2020-06-23 | 南京工程学院 | Adopt prefabricated shear force wall steel bar connection structure tied in a bundle of full assembled level seam |
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Application publication date: 20180209 |
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