CN108118904A - A kind of Constructional Col-umn Construction method - Google Patents
A kind of Constructional Col-umn Construction method Download PDFInfo
- Publication number
- CN108118904A CN108118904A CN201810013435.8A CN201810013435A CN108118904A CN 108118904 A CN108118904 A CN 108118904A CN 201810013435 A CN201810013435 A CN 201810013435A CN 108118904 A CN108118904 A CN 108118904A
- Authority
- CN
- China
- Prior art keywords
- aerated blocks
- constructional
- column frame
- constructional column
- concrete
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims abstract description 13
- 239000004575 stone Substances 0.000 claims abstract description 27
- 239000011449 bricks Substances 0.000 claims abstract description 23
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 6
- 238000005056 compaction Methods 0.000 claims abstract description 6
- 239000000565 sealants Substances 0.000 claims abstract description 6
- 230000001680 brushing Effects 0.000 claims abstract description 5
- 239000010410 layers Substances 0.000 claims description 5
- 238000010079 rubber tapping Methods 0.000 claims description 5
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 230000003014 reinforcing Effects 0.000 claims description 2
- 238000009736 wetting Methods 0.000 claims description 2
- 239000000789 fasteners Substances 0.000 description 4
- 238000010586 diagrams Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 210000003491 Skin Anatomy 0.000 description 2
- 239000006072 pastes Substances 0.000 description 2
- 239000011901 water Substances 0.000 description 2
- 241000256844 Apis mellifera Species 0.000 description 1
- 206010055018 Gingival cyst Diseases 0.000 description 1
- 210000004907 Glands Anatomy 0.000 description 1
- 280000542077 Sprinkle companies 0.000 description 1
- 210000003781 Tooth Socket Anatomy 0.000 description 1
- 239000003570 air Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000006073 displacement reactions Methods 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 238000005755 formation reactions Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reactions Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING 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
Abstract
Description
Technical field
The present invention relates to building field, more particularly to a kind of Constructional Col-umn Construction method.
Background technology
Constructional column is commonly referred to as concrete-constituted pile, is the predetermined portion in masonry house wall, by constructional reinforcement, and is pressed Concrete column made of the sequence of construction of placing concrete column, constructional column are generally arranged at the half space of staircase after first building a wall Place, longitudinal cross wall junction, the corner of wall, the middle part that wall length reaches five meters will set constructional column.
Horse tooth trough is a kind of building method that brick wall stays Cha Chu, when masonry cannot be built by laying bricks or stones simultaneously, in junction one As to reserve gingival cyst of mucous gland in the newborn stranding, to keep the globality of masonry and stability, be commonly used in the connection of constructional column and wall, refer to construct The part that column protrudes above.
Constructional Col-umn Construction method mainly with Geoplane determines masonry wall displacement at present, meet wall end, corner wall with And constructional column is set up when at right-angled intersection, using first step back into, carry out right angle horse tooth trough reserve, finally carry out template assembly pour It builds, it is not full that such method easily causes concrete density.Voids and pits, hole are generated, and destroys concrete grading, is formed Stone packing phenomenon is not easy to consolidate at tooth socket inner corner trim, and the concrete after pouring molding connects that raft is unintelligible, and perception compares with masonry Difference.
The content of the invention
It is an object of the invention to provide one kind after the completion of constructional column pours, it is clear to connect raft with masonry, is not likely to produce bee Nest pitted skin, hole and stone packing phenomenon, and concrete grading is not easy to be destroyed, the whole good Constructional Col-umn Construction side of perception Method.
In order to achieve the above object, the technical solution adopted by the present invention is：A kind of Constructional Col-umn Construction method, including walking as follows Suddenly：
A. by aerated blocks sprinkle water soak, with saw excision aerated blocks one at right angle formed unfilled corner aerated blocks, cutting angle for 30 °- 60 °, cut-out is in triangular prism；
B. constructing structure column frame will build into horse tooth trough by laying bricks or stones with the wall of constructional column junction, according to often building one layer by laying bricks or stones from bottom to up Aerated blocks, the masonry way for just building a break angle aerated blocks by laying bricks or stones on the aerated blocks repeat to build by laying bricks or stones, the unfilled corner aerated blocks The AB sidelines of cut surface are Chong Die with the CD sidelines of aerated blocks；
C. after the completion of building wall, mouthful sealant tape is pasted along horse tooth trough side, the brushing releasing agent in template, by template assembly plus Gu at constructional column frame, and in constructional column frame top indwelling discharge port；
D. constructional column frame is irrigated, concrete enters from discharge port in constructional column frame, mixed to what is poured with vibrating head Solidifying soil vibrates, and coordinates tapping template with rubber hammer, makes the concrete compaction poured, treats that concrete strength reaches after the completion of pouring To engine request, form removal and discharge port.
The cutting angle is 45 °.
The template assembly reinforcing is reinforced using step fastener.
The cut surface of the unfilled corner aerated blocks polishes flat.
By the way that aerated blocks are cut into unfilled corner aerated blocks, and the cut surface of unfilled corner aerated blocks is polished flat, according under As soon as supreme often build a layer aerated blocks by laying bricks or stones, the masonry way for building a break angle aerated blocks by laying bricks or stones on the aerated blocks repeats to build by laying bricks or stones, institute It is Chong Die with the CD sidelines of aerated blocks to state the AB sidelines of the cut surface of unfilled corner aerated blocks, after the completion of building wall, along horse tooth trough side mouthful Sealant tape is pasted, template is reinforced with step fastener is assembled at constructional column frame, and constructed by the brushing releasing agent in template Column frame top indwelling discharge port, then enters concrete in constructional column frame from discharge port, mixed to what is poured with vibrating head Solidifying soil vibrate rubber hammer cooperation tapping template, treats that concrete strength reaches engine request after the completion of pouring, form removal and Discharge port, due to using unfilled corner aerated blocks, horse tooth trough inner corner trim space becomes smaller, and easily consolidates, makes the concrete compaction poured, be not easy Voids and pits, hole and stone packing phenomenon are generated, it is clear to connect raft with masonry, and concrete grading is not easy to be destroyed, Overall View Sense is good.
Description of the drawings
Fig. 1 is aerated blocks cutting schematic diagram of the present invention；
Fig. 2 is the masonry way schematic diagram of the present invention；
Fig. 3 is the constructional column frame of the present invention and horse tooth trough schematic diagram.
Specific embodiment
With reference to Fig. 1 to Fig. 3, the present invention is described in further detail.
A kind of Constructional Col-umn Construction method, includes the following steps：
A. aerated blocks 10 are sprinkled water wetting before upper wall, with right angle formation unfilled corner aerated blocks 20 at the one of saw excision aerated blocks 10, Cutting angle 11 is 30 ° -60 °, preferably 45 ° of cutting angle 11, and cut-out is in triangular prism, and the cut surface of unfilled corner aerated blocks 20 is polished It is smooth；
B. constructing structure column frame 30 pops up control line in floor face before building by laying bricks or stones, wall position is determined according to control line, will be with structure The wall for making column junction builds into horse tooth trough by laying bricks or stones, as soon as according to often building layer aerated blocks 10 by laying bricks or stones from bottom to up, on the aerated blocks 10 The masonry way for building a break angle aerated blocks 20 by laying bricks or stones repeats to build by laying bricks or stones, and the AB sidelines 21 of the cut surface of the unfilled corner aerated blocks 20 are with adding The CD sidelines 12 of air parcel are overlapped；
C. in masonry panel, the verticality and flatness of metope concrete are ensured, mortar is full, and grey line width will be unified, Metope is cleaned up after the completion of building by laying bricks or stones, after the completion of building wall, pastes sealant tape along horse tooth trough side mouthful, it is ensured that pour coagulation Without the grey phenomenon of dew when native, 30 root of constructional column frame is cleared up, template surface is cleaned up, the demoulding is brushed in template Agent reinforces template at constructional column frame 30 with step fastener is assembled, and in 30 top indwelling discharge port of constructional column frame；
D. constructional column frame 30 is irrigated, concrete enters from discharge port in constructional column frame 30, with vibrating head to pouring Concrete carry out rubber of vibrating, with skin hammer into shape cooperation tapping template, make the concrete compaction poured, pour after the completion of treat strong concrete Degree reaches engine request, form removal and discharge port.
By the way that aerated blocks 10 are cut into unfilled corner aerated blocks 20, and the cut surface of unfilled corner aerated blocks 20 is polished flat, pressed According to as soon as layer aerated blocks 10 are often built by laying bricks or stones from bottom to up, the masonry way of a break angle aerated blocks 20 is built by laying bricks or stones on the aerated blocks 10 Repetition is built by laying bricks or stones, and the AB sidelines 21 of the cut surface of the unfilled corner aerated blocks 20 are be overlapped with the CD sidelines 12 of aerated blocks, and building wall is complete Cheng Hou pastes sealant tape along horse tooth trough side mouthful, the brushing releasing agent in template, and assembled reinforce of template step fastener is being constructed At column frame 30, and in 30 top indwelling discharge port of constructional column frame, concrete is then entered into constructional column frame from discharge port In 30, rubber hammer cooperation tapping template of vibrating is carried out to the concrete poured with vibrating head, concrete strength is treated after the completion of pouring Reach engine request, form removal and discharge port, due to using unfilled corner aerated blocks 20, horse tooth trough inner corner trim space becomes smaller, easily smashes It is real, make the concrete compaction poured, be not likely to produce voids and pits, hole and stone packing phenomenon, it is clear and mixed to connect raft with masonry For solidifying soil class with being not easy to be destroyed, whole perception is good.
Embodiment described above is only that the preferred embodiment of the present invention is described, not to the model of the present invention It encloses and is defined, on the premise of design spirit of the present invention is not departed from, those of ordinary skill in the art are to the technical side of the present invention The various modifications and improvement that case is made should all be fallen into the protection domain that claims of the present invention determines.
Claims (4)
- A kind of 1. Constructional Col-umn Construction method, it is characterised in that：Include the following steps：A. by aerated blocks（10）Watering wetting cuts off aerated blocks with saw（10）One at right angle formed unfilled corner aerated blocks（20）, Cutting angle（11）For 30 ° -60 °, cut-out is in triangular prism；B. constructing structure column frame（30）, horse tooth trough will be built by laying bricks or stones with the wall of constructional column junction, according to often building by laying bricks or stones from bottom to up One layer of aerated blocks（10）, just in the aerated blocks（10）On build a break angle aerated blocks by laying bricks or stones（20）Masonry way repeat build by laying bricks or stones, The unfilled corner aerated blocks（20）Cut surface AB sidelines（21）With the CD sidelines of aerated blocks（12）Overlapping；C. after the completion of building wall, mouthful sealant tape is pasted along horse tooth trough side, the brushing releasing agent in template, by template assembly plus Gu in constructional column frame（30）Place, and in constructional column frame（30）Top indwelling discharge port；D. to constructional column frame（30）It is irrigated, concrete enters constructional column frame from discharge port（30）It is interior, with vibrating head pair The concrete poured vibrates, and coordinates tapping template with rubber hammer, makes the concrete compaction poured, coagulation is treated after the completion of pouring Native intensity reaches engine request, form removal and discharge port.
- 2. a kind of Constructional Col-umn Construction method as described in claim 1, it is characterised in that：The cutting angle（11）For 45 °.
- 3. a kind of Constructional Col-umn Construction method as described in claim 1, it is characterised in that：The template assembly reinforcing is using step Step is tightly reinforced.
- 4. a kind of Constructional Col-umn Construction method as described in claim 1, it is characterised in that：The unfilled corner aerated blocks（20）Cutting Face polishes flat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810013435.8A CN108118904A (en) | 2018-01-07 | 2018-01-07 | A kind of Constructional Col-umn Construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810013435.8A CN108118904A (en) | 2018-01-07 | 2018-01-07 | A kind of Constructional Col-umn Construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108118904A true CN108118904A (en) | 2018-06-05 |
Family
ID=62232797
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810013435.8A CN108118904A (en) | 2018-01-07 | 2018-01-07 | A kind of Constructional Col-umn Construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108118904A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999408A (en) * | 2018-09-29 | 2018-12-14 | 北京首钢建设集团有限公司 | A kind of building block of constructional column two sides uses the concreting method of chamfering |
| CN109184103A (en) * | 2018-09-30 | 2019-01-11 | 恒城建设科技有限公司 | Building masonry wall exempts from plastering construction technique |
| CN109208782A (en) * | 2018-09-30 | 2019-01-15 | 中国二十二冶集团有限公司 | Horse tooth trough building construction method |
| CN110439182A (en) * | 2019-08-19 | 2019-11-12 | 广东永和建设集团有限公司 | Three layers of one kind, which is poured, smashes Constructional Col-umn Construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6735913B2 (en) * | 2002-08-01 | 2004-05-18 | Sanders & Associates Geostructural Engineering, Inc. | Block wall system |
| CN101457556A (en) * | 2006-06-16 | 2009-06-17 | 罗进南 | Core beam constructional column mixed combination wall, building method and relevant building block |
| CN104453226A (en) * | 2014-12-19 | 2015-03-25 | 山西省第三建筑工程公司 | Secondary structure post formwork erecting and positioning device |
| CN204531065U (en) * | 2015-03-08 | 2015-08-05 | 青岛一建集团有限公司 | A kind of infilled wall constructional column that effectively can improve Forming Quality |
| CN106284846A (en) * | 2016-09-28 | 2017-01-04 | 西安建筑科技大学 | A kind of assembled steel reinforced concrete-constituted pile and utilize the system of this post, construction method |
| CN107165411A (en) * | 2017-05-22 | 2017-09-15 | 中国五冶集团有限公司 | A kind of Constructional Col-umn Construction technique |
-
2018
- 2018-01-07 CN CN201810013435.8A patent/CN108118904A/en not_active Application Discontinuation
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6735913B2 (en) * | 2002-08-01 | 2004-05-18 | Sanders & Associates Geostructural Engineering, Inc. | Block wall system |
| CN101457556A (en) * | 2006-06-16 | 2009-06-17 | 罗进南 | Core beam constructional column mixed combination wall, building method and relevant building block |
| CN104453226A (en) * | 2014-12-19 | 2015-03-25 | 山西省第三建筑工程公司 | Secondary structure post formwork erecting and positioning device |
| CN204531065U (en) * | 2015-03-08 | 2015-08-05 | 青岛一建集团有限公司 | A kind of infilled wall constructional column that effectively can improve Forming Quality |
| CN106284846A (en) * | 2016-09-28 | 2017-01-04 | 西安建筑科技大学 | A kind of assembled steel reinforced concrete-constituted pile and utilize the system of this post, construction method |
| CN107165411A (en) * | 2017-05-22 | 2017-09-15 | 中国五冶集团有限公司 | A kind of Constructional Col-umn Construction technique |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108999408A (en) * | 2018-09-29 | 2018-12-14 | 北京首钢建设集团有限公司 | A kind of building block of constructional column two sides uses the concreting method of chamfering |
| CN109184103A (en) * | 2018-09-30 | 2019-01-11 | 恒城建设科技有限公司 | Building masonry wall exempts from plastering construction technique |
| CN109208782A (en) * | 2018-09-30 | 2019-01-15 | 中国二十二冶集团有限公司 | Horse tooth trough building construction method |
| CN110439182A (en) * | 2019-08-19 | 2019-11-12 | 广东永和建设集团有限公司 | Three layers of one kind, which is poured, smashes Constructional Col-umn Construction method |
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Application publication date: 20180605 |
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| RJ01 | Rejection of invention patent application after publication |