CN105484421A - Ring beam formwork bricks and building secondary structure filler wall ring beam construction method - Google Patents
Ring beam formwork bricks and building secondary structure filler wall ring beam construction method Download PDFInfo
- Publication number
- CN105484421A CN105484421A CN201510921844.4A CN201510921844A CN105484421A CN 105484421 A CN105484421 A CN 105484421A CN 201510921844 A CN201510921844 A CN 201510921844A CN 105484421 A CN105484421 A CN 105484421A
- Authority
- CN
- China
- Prior art keywords
- ring beam
- brick
- template
- construction
- template 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/39—Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/22—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members built-up by elements jointed in line
Abstract
The invention discloses a building secondary structure filler wall ring beam construction method. The method comprises the following steps that a lower wall is built to reach the design height; formwork bricks are built on the top of the lower wall, and a groove penetrating through a beam formwork brick body is formed in the middle of each formwork brick body; the cross section of the formwork brick bodies is in a U shape; the opening end of each formwork brick faces upwards, and a ring beam steel reinforcing bar is arranged inside each annular groove; ring beam concrete is poured into the annular groove. According to the building secondary structure filler wall ring beam construction method, construction is easy and convenient, and no damage is caused to the wall below a ring beam during construction; materials are saved, the construction cost is lowered, waste of formworks and wood beams is avoided, the lease or purchase cost of a formwork clamp is lowered, and the ring beam formwork assembly and disassembly labor cost is lowered; no potential quality hazard is caused during construction, quality defects such as ring beam concrete formwork expansion are avoided, the construction progress is improved, and continuous construction can be performed on the upper and lower walls of the ring beam.
Description
Technical field
The present invention relates to a kind of construction techniques, specifically, relate to a kind of building secondary structure infilled wall collar tie beam construction method.
Background technology
When building secondary structure infilled wall is built by laying bricks or stones, building wall is constructed a certain height, according to job specfication and designing requirement, need arrange collar tie beam, to increase overall performance and the anti-seismic performance of body of wall.Collar tie beam construction traditionally, needs to install ring beam template separately at collar tie beam position, follow-up concreting, complete and after reaching design strength until collar tie beam concreting, by its form removable, can then carry out the building construction of collar tie beam top residue body of wall.
Traditional circle beam forms construction method, during model sheetinstallat, because needs use template clamping, conventional jig is " step fastener ", when jig is installed, often damages collar tie beam lower wall body because of hammering jig.During collar tie beam concreting, probably because jig is fixing loosely, there is the defect such as mould, race mould that rises in structure.The construction of collar tie beam upper wall body, needs can carry out after ring beam template is removed, there is certain influence like this to the construction period.Traditional circle beam forms is constructed, and also will drop into manpower and material resources greatly, waste resource.
Summary of the invention
For above-mentioned deficiency of the prior art, the invention provides a kind of rational in infrastructure, ring beam template brick that safety factor is high, easy to operate.
The technical solution used in the present invention is:
A kind of ring beam template brick, comprises template brick body, is provided with the groove of through beam template brick body in the middle part of described template brick body; Described template brick body cross-section is U-shaped.
The bottom of described groove is arc surface.
Described template brick body is rectangular, and described groove is arranged along template brick body length direction.
Described template brick body is L-type.
Described template brick body is circular arc type.
A kind of building secondary structure infilled wall collar tie beam construction method, comprises the steps:
Build lower wall body by laying bricks or stones, build lower wall body by laying bricks or stones design height;
Build template brick by laying bricks or stones at lower wall body top, in the middle part of described template brick body, be provided with the groove of through beam template brick body; Described template brick body cross-section is U-shaped;
Upwards, described groove is arranged along body of wall length direction in described template brick openend; Described adjacent forms brick end face is bonded to each other;
Described template brick is at the top looping groove of lower wall body;
In annular groove, ring beam reinforcing steel bar is set;
Collar tie beam concreting is carried out in annular groove;
Concreting is complete, after concrete setting, can proceed the building construction of collar tie beam upper wall body.
The beneficial effect of hinge structure of the present invention:
Building secondary structure infilled wall collar tie beam construction method of the present invention, easy construction, can not damage the following body of wall of collar tie beam during construction; Save material and reduce construction cost, avoiding the waste of template, flitch, reducing lease or the buying expenses of template clamping, reducing ring beam template and install and the labour cost of removing; Construction, without hidden danger of quality, there will not be collar tie beam concrete to rise the mass defects such as mould, and raising construction speed, collar tie beam top and the bottom body of wall can sequential production.
Accompanying drawing explanation
Fig. 1 is that perspective view put by ring beam template brick of the present invention;
Fig. 2 is the ring beam template brick constructing structure schematic diagram of secondary structure infilled wall collar tie beam construction method of the present invention.
Critical piece symbol description in accompanying drawing:
In figure:
1, template brick body 2, groove
3, ring beam reinforcing steel bar 4, lower wall body.
Detailed description of the invention
Referring to drawings and Examples, the present invention will be described in detail:
Accompanying drawing 1-2 is known, a kind of ring beam template brick, comprises template brick body 1, is provided with the groove 2 of through beam template brick body in the middle part of described template brick body 1; Described template brick body cross-section is U-shaped.
The bottom of described groove 2 is arc surface.
Described template brick body 1 is rectangular, and described groove 2 is arranged along template brick body length direction.
Described template brick body 1 is in L-type.
Described template brick body 1 is in circular arc type.
A kind of building secondary structure infilled wall collar tie beam construction method, comprises the steps:
Build lower wall body 4 by laying bricks or stones, build lower wall body 4 by laying bricks or stones design height;
Build template brick by laying bricks or stones at lower wall body 4 top, in the middle part of described template brick body, be provided with the groove of through beam template brick body; Described template brick body cross-section is U-shaped;
Upwards, described groove is arranged along body of wall length direction in described template brick openend; Described adjacent forms brick end face is bonded to each other;
Described template brick is at the top looping groove of lower wall body;
Ring beam reinforcing steel bar 3 is set in annular groove;
Collar tie beam concreting is carried out in annular groove;
Concreting is complete, after concrete setting, can proceed the building construction of collar tie beam upper wall body.
Building secondary structure infilled wall collar tie beam construction method of the present invention, easy construction, can not damage the following body of wall of collar tie beam during construction; Save material and reduce construction cost, avoiding the waste of template, flitch, reducing lease or the buying expenses of template clamping, reducing ring beam template and install and the labour cost of removing; Construction, without hidden danger of quality, there will not be collar tie beam concrete to rise the mass defects such as mould, and raising construction speed, collar tie beam top and the bottom body of wall can sequential production.
Secondary structure infilled wall collar tie beam construction method Specific construction process of the present invention is as follows:
One, the specification of ring beam template brick is selected
According to the specific requirement of secondary structure building wall engineering, select the sizing brick identical with masonry panel width, and according to the feature of body of wall and mechanical requirements, the depth of groove, the brick wall that calculate brick of determining to shape are thick.
Two, processing customization brick template
The shaping type ring beam template brick size gone out designed by requiring according to mechanics and other, selects to make shaping type template brick with masonry panel same material, according to engineering construction consumption, and can be mass customized.
Three, the building construction of typified form brick
Building by laying bricks or stones of ring beam template brick, identical with general secondary structure building wall construction method, shaping type template brick is built by laying bricks or stones at collar tie beam level locations, template frog is unified upwards, ring beam reinforcing steel bar is arranged in template frog after building by laying bricks or stones, after ring beam reinforcing steel bar acceptance(check), carry out collar tie beam concreting, after solidifying after concreting, just can proceed the building construction of collar tie beam upper wall body.
Claims (6)
1. a ring beam template brick, is characterized in that: comprise template brick body, is provided with the groove of through beam template brick body in the middle part of described template brick body; Described template brick body cross-section is U-shaped.
2. ring beam template brick according to claim 1, is characterized in that: the bottom of described groove is arc surface.
3. ring beam template brick according to claim 1, it is characterized in that: described template brick body is rectangular, described groove is arranged along template brick body length direction.
4. ring beam template brick according to claim 1, is characterized in that: described template brick body is L-type.
5. ring beam template brick according to claim 1, is characterized in that: described template brick body is circular arc type.
6. a building secondary structure infilled wall collar tie beam construction method, is characterized in that: comprise the steps:
Build lower wall body by laying bricks or stones, build lower wall body by laying bricks or stones design height;
Build template brick by laying bricks or stones at lower wall body top, in the middle part of described template brick body, be provided with the groove of through beam template brick body; Described template brick body cross-section is U-shaped;
Upwards, described groove is arranged along body of wall length direction in described template brick openend; Described adjacent forms brick end face is bonded to each other;
Described template brick is at the top looping groove of lower wall body;
In annular groove, ring beam reinforcing steel bar is set;
Collar tie beam concreting is carried out in annular groove;
Concreting is complete, after concrete setting, can proceed the building construction of collar tie beam upper wall body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510921844.4A CN105484421A (en) | 2015-12-14 | 2015-12-14 | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510921844.4A CN105484421A (en) | 2015-12-14 | 2015-12-14 | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105484421A true CN105484421A (en) | 2016-04-13 |
Family
ID=55671669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510921844.4A Pending CN105484421A (en) | 2015-12-14 | 2015-12-14 | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105484421A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049751A (en) * | 2016-06-28 | 2016-10-26 | 中天建设集团有限公司 | Manufacturing method of ring beam or plate strip of aerated block and special prefabricated brick of ring beam or plate strip |
| CN107327019A (en) * | 2017-07-05 | 2017-11-07 | 宁波二十冶建设有限公司 | One kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure and its construction method |
| CN110541520A (en) * | 2019-09-02 | 2019-12-06 | 威海建设集团股份有限公司 | construction method of horizontal component of secondary structure of building engineering wall |
| CN111075101A (en) * | 2019-12-12 | 2020-04-28 | 中国建筑第五工程局有限公司 | BM interlocking building block U-shaped block lintel, ring beam and horizontal tie beam and construction method thereof |
| CN112962863A (en) * | 2021-02-08 | 2021-06-15 | 江西科技学院 | Construction method of semi-prefabricated ring beam and semi-prefabricated ring beam structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007128082A1 (en) * | 2006-05-10 | 2007-11-15 | Benex Technologies Pty Ltd | Improvements relating to a concrete masonry hollow block |
| CN103122672A (en) * | 2013-01-10 | 2013-05-29 | 梁振东 | Ring beam brick |
| CN203213379U (en) * | 2013-01-22 | 2013-09-25 | 山东农业大学 | Heat-preserving and heat-insulating type concrete ring beam template building block |
| CN204040301U (en) * | 2014-09-03 | 2014-12-24 | 中国建筑第四工程局有限公司 | The building block of a kind of loop beam forms |
-
2015
- 2015-12-14 CN CN201510921844.4A patent/CN105484421A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007128082A1 (en) * | 2006-05-10 | 2007-11-15 | Benex Technologies Pty Ltd | Improvements relating to a concrete masonry hollow block |
| CN103122672A (en) * | 2013-01-10 | 2013-05-29 | 梁振东 | Ring beam brick |
| CN203213379U (en) * | 2013-01-22 | 2013-09-25 | 山东农业大学 | Heat-preserving and heat-insulating type concrete ring beam template building block |
| CN204040301U (en) * | 2014-09-03 | 2014-12-24 | 中国建筑第四工程局有限公司 | The building block of a kind of loop beam forms |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049751A (en) * | 2016-06-28 | 2016-10-26 | 中天建设集团有限公司 | Manufacturing method of ring beam or plate strip of aerated block and special prefabricated brick of ring beam or plate strip |
| CN107327019A (en) * | 2017-07-05 | 2017-11-07 | 宁波二十冶建设有限公司 | One kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure and its construction method |
| CN110541520A (en) * | 2019-09-02 | 2019-12-06 | 威海建设集团股份有限公司 | construction method of horizontal component of secondary structure of building engineering wall |
| CN110541520B (en) * | 2019-09-02 | 2021-06-01 | 威海建设集团股份有限公司 | Construction method of horizontal component of secondary structure of building engineering wall |
| CN111075101A (en) * | 2019-12-12 | 2020-04-28 | 中国建筑第五工程局有限公司 | BM interlocking building block U-shaped block lintel, ring beam and horizontal tie beam and construction method thereof |
| CN112962863A (en) * | 2021-02-08 | 2021-06-15 | 江西科技学院 | Construction method of semi-prefabricated ring beam and semi-prefabricated ring beam structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105484421A (en) | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method | |
| CN103669562A (en) | Cantilever bay window board concrete overall pouring structure and construction method thereof | |
| CN106245821B (en) | A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction wall and its construction method | |
| CN105952148A (en) | Easy-to-demount inner aluminum form support system for narrow deformation joint and construction method | |
| CN110107080A (en) | A kind of basement unilateral side shear wall formwork reinforcement means | |
| CN103306463B (en) | Metal liner concrete air channel construction method | |
| CN103556819A (en) | Construction method for reserving constructional column holes in beam plate | |
| CN112726878A (en) | Formwork-erecting-free construction method for masonry filler wall constructional column, prefabricated module and mould | |
| CN106285002A (en) | Cast-in-place walls difference of height tool-type hoisting die construction method | |
| CN107905424A (en) | Full prefabricated band splicing groove unidirectional harden structure, making and assembly method | |
| CN108571166A (en) | A kind of deformation joint formwork construction method | |
| CN202483061U (en) | Post-cast strip supporting formwork | |
| CN113898102A (en) | Ribbed concrete laminated slab | |
| CN102409848A (en) | Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor | |
| CN103696437B (en) | A kind of construction method of cutting lattice column | |
| CN205712565U (en) | A kind of prefabricated two-sided wall | |
| CN105064500A (en) | Balcony beam slab inner side filling wall body and main body structure integral casting construction method | |
| CN102605988B (en) | Synchronous construction method for chimney lining external concrete | |
| CN204311649U (en) | Prefabrication and assembly construction boxlike reinforcement side fascia with ribbing and exterior wall | |
| CN107042575A (en) | A kind of umbrella skeleton support assembled core and prefabricated component manufacture method | |
| CN107882243B (en) | A kind of cassette ceiling and construction method of concrete-filled rectangular steel tube waffle beam structure | |
| CN207469596U (en) | A kind of beam column outer rim is exempted to tear concrete mold open | |
| CN107939094B (en) | Conical concrete funnel construction method | |
| CN106320662B (en) | Decorating outer wall of building ultra-wide concrete wire construction method | |
| CN205875714U (en) | A consolidate fixture for retainer plate beam mold board |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160413 |