CN104878930A - One-time forming construction method for secondary structure and heat preservation plate of self-insulation wall body - Google Patents
One-time forming construction method for secondary structure and heat preservation plate of self-insulation wall body Download PDFInfo
- Publication number
- CN104878930A CN104878930A CN201510295750.0A CN201510295750A CN104878930A CN 104878930 A CN104878930 A CN 104878930A CN 201510295750 A CN201510295750 A CN 201510295750A CN 104878930 A CN104878930 A CN 104878930A
- Authority
- CN
- China
- Prior art keywords
- secondary structure
- insulation wall
- heat insulation
- wall
- self heat
- 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
Landscapes
- Building Environments (AREA)
Abstract
The invention provides a one-time forming construction method for a secondary structure and a heat preservation plate of a self-insulation wall body. The one-time forming construction method comprises the following steps: 1, cleaning a basement layer and leveling to paying off; 2, setting constructional column steel bars; 3, setting a wall body bottom concrete guide wall template, and pouring a concrete guide wall; 4, setting story poles; 5, simultaneously building the self-insulation wall body and the heat preservation plate of the secondary structure; 6, supporting a pouring template of the secondary structure; 7, pouring constructional column concrete. According to the one-time forming construction method, the heat preservation plate of the secondary structure and the self-insulation wall body are simultaneously built; meanwhile, compared with the conventional method, the one-time forming construction method has the advantages that the working period can be greatly shortened, the construction material and the labor cost are reduced, the engineering economical benefit and the social benefit such as environment friendliness are enhanced, and the difficulty that the secondary structure of the self-insulation wall body is sunken by 5CM more than the self-insulation wall body is effectively solved; the construction working procedures are few, the construction area occupation is low, and construction safety management is facilitated.
Description
Technical field
The present invention relates to construction techniques field, be specifically related to a kind of self heat insulation wall secondary structure and warming plate one-shot forming construction method.
Background technology
Building secondary structure be primary structure (referring to the supporting member part of agent structure) construct complete after the non bearing structure of just constructing, as constructional column, lintel, infilled wall, partition wall etc.At present, building exterior wall heat preserving system adopts novel outer wall self heat-preserving system increasing, this system is different from conventional outer wall heat insulation system, namely self heat insulation wall self forms insulation enclosing after having built by laying bricks or stones, do not need to paste warming plate as Insulation in body of wall periphery, thus can economize on resources, reduce construction engineering cost.But the difficult problem (problem as self heat insulation wall secondary structure 5CM more recessed than body of wall) adopting the building of outer wall self heat-preserving system but to bring secondary structure (as constructional column etc.) to construct, makes the construction of secondary structure more loaded down with trivial details.The secondary structure construction method of traditional Self-thermal-insulation System building, general construction sequence is first built self heat insulation wall by laying bricks or stones, builds secondary structure (such as constructional column) again, then pastes warming plate at secondary structure upper surface; Its weak point is: one easily fried mould, warming plate paste inconvenience when being secondary structure construction; Two is that working procedure is more, multiplex (MUX) plants crossed construction, is unfavorable for that engineering construction safety manages; Three is that construction area area is large, template and associated construction materials'use and waste more; Four is that the construction period is extended, and duration of a project cost is higher.
Summary of the invention
The object of the invention is: provide a kind of secondary structure position warming plate and self heat insulation wall to build by laying bricks or stones and warming plate and the one-time formed self heat insulation wall secondary structure of secondary structure and warming plate one-shot forming construction method, to realize the reduction of erection time, to save construction material and object that is artificial, that reduce engineering cost simultaneously.
Technical scheme of the present invention is: self heat insulation wall secondary structure of the present invention and warming plate one-shot forming construction method, comprise the following steps:
1. clear up basic unit and levelling unwrapping wire: the foreign material clearing up place to be onstructed, according to design, unwrapping wire is carried out to the horizon and body of wall line that comprise self heat insulation wall;
2. constructional column reinforcing bar is set: the position determined according to design and mode arrange the bar construction of secondary structure;
3. concrete guide wall form board bottom body of wall is set and builds concrete and lead wall: build self heat insulation wall place by laying bricks or stones at needs and concrete guide wall form board bottom body of wall is set, and lead wall with C20 concrete placings;
4. marked rod is set;
5. the warming plate of self heat insulation wall and secondary structure is synchronously built by laying bricks or stones;
6. the formwork for placing of secondary structure is installed: around the bar construction of the secondary structure 2. arranged by step, install the formwork that secondary structure is built;
7. constructional column concrete is built: in the formwork 6. installed by step, build concrete, complete secondary structure.
Further scheme is: above-mentioned self heat insulation wall adopts B05 ALC insulation blocks to build by laying bricks or stones; The warming plate of secondary structure adopts B04 ALC to be incubated thin plate.
Further scheme is: above-mentioned step 5. in: the warming plate of self heat insulation wall and secondary structure adopts batch slurry processes synchronously to build by laying bricks or stones; Building mortar layer should be smooth vertical and horizontal, and horizontal mortar joint and perpends width control system are at 4mm; Mortar joint is answered granted full ash and is ensured that head seam mortar is full, closely knit, seamless; The special-purpose thermal insulation cementing agent that dry density is 1800 kilograms every cube, coefficient of thermal conductivity is less than 0.4W/ (m.K) is adopted to build by laying bricks or stones;
When building self heat insulation wall by laying bricks or stones, the body of wall of self heat insulation wall and secondary structure connection presets Da-maya raft, horse tooth trough is from the bottom of secondary structure, first step back into, advance and retreat size is 60mm, straight up and down, each Da-maya raft is no more than 300 mm along wall height direction size, and secondary structure should carry out indwelling by designing requirement position; In Da-maya raft, residual mortar should be cleaned out.
Further scheme is: above-mentioned step 5. in: when building self heat insulation wall by laying bricks or stones, the tension rib of end strips crotch is set in the self heat insulation wall of self heat insulation wall and secondary structure intersection, tension rib builds interior into self heat insulation wall 1 and length of embedment is not less than 1/6 of wall length, between the upper and lower apart from 500 mm, and lead to the wall by tied silk and make a check mark; When building by laying bricks or stones, the warming plate of every block secondary structure is fixedly installed the anchoring piece of diameter 8mm, length 10CM.
Further scheme is: above-mentioned step 5. in: the height that the warming plate of self heat insulation wall and secondary structure is synchronously built by laying bricks or stones must not be greater than 1.8m every day.
The present invention has positive effect: (1) the present invention is built by laying bricks or stones by the warming plate and self heat insulation wall adopting secondary structure simultaneously, simultaneously warming plate and the one-time formed construction method of secondary structure, comparing to conventional construction method can significantly reduction of erection time, social benefit such as saving construction material and human cost, raising economic benefit of engineering and environmental protection etc.(2) the present invention efficiently solves a difficult problem of self heat insulation wall secondary structure 5CM more recessed than self heat insulation wall, and working procedure is few, and construction area area is little, is conducive to Safety Management.
Accompanying drawing explanation
Fig. 1 is method flow diagram of the present invention;
Fig. 2 is the facade structures schematic diagram of the warming plate of the constructional column of one of the first floor self heat insulation wall and secondary structure of simultaneously building by laying bricks or stones in method of the present invention;
Fig. 3 is the top view of Fig. 2;
Fig. 4 is the structural representation of the warming plate of first and second layers of self heat insulation wall and the constructional column of simultaneously building by laying bricks or stones in method of the present invention;
Fig. 5 is the structural representation of the warming plate of self heat insulation wall and the constructional column of simultaneously having built by laying bricks or stones in method of the present invention;
Fig. 6 is the structural representation propping up vertical constructional column template in method of the present invention and build constructional column concrete;
Fig. 7 be complete according to method of the present invention self heat insulation wall, constructional column structural representation.
Reference numeral in above-mentioned accompanying drawing is as follows:
Self heat insulation wall 1,
Constructional column 2, body 21, warming plate 22,
Constructional column formwork 3.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is further detailed explanation.
(embodiment 1)
The self heat insulation wall secondary structure of the present embodiment and warming plate one-shot forming construction method, its Construction Principle is: adopt the heat preservation plate material of secondary structure and self heat insulation wall to build by laying bricks or stones simultaneously; The warming plate of secondary structure and the one-shot forming of secondary structure body, thus realize self heat insulation wall secondary structure and warming plate one-shot forming is constructed.
See Fig. 1 to Fig. 7, the self heat insulation wall secondary structure of the present embodiment and warming plate one-shot forming construction method, be that constructional column is described for example with secondary structure, mainly contain following steps:
1. basic unit and levelling unwrapping wire is cleared up:
Clear up the foreign material at place to be onstructed, according to design, unwrapping wire is carried out to the horizon and body of wall line that comprise self heat insulation wall 1.
2. constructional column reinforcing bar is set:
The position determined according to design and mode arrange the bar construction of constructional column 2.
3. concrete guide wall form board bottom body of wall is set and builds concrete and lead wall:
Build self heat insulation wall 1 place by laying bricks or stones at needs and concrete guide wall form board bottom body of wall is set, and lead wall with C20 concrete placings.Concrete leads wall for body of wall bottom external wall waterproof and the anti-water suction of interior wall.
4. marked rod is set:
Must arrange marked rod when building self heat insulation wall by laying bricks or stones, the height dimension of 10 skin bricks should be determined according to the real size of brick of marching into the arena, and marked rod is arranged on body of wall intersection, must not be greater than 6 m at long wall epithelium number distance between tie rods.
5. the warming plate of self heat insulation wall and constructional column is synchronously built by laying bricks or stones:
Self heat insulation wall 1 adopts B05 ALC insulation blocks to build by laying bricks or stones; The warming plate 22 of constructional column 2 adopts B04 ALC to be incubated thin plate.
As shown in Figures 2 to 5, the warming plate 22 of self heat insulation wall 1 and constructional column 2 is synchronously built by laying bricks or stones.Build by laying bricks or stones and adopt batch slurry processes, building mortar layer should be smooth vertical and horizontal, and horizontal mortar joint and perpends width control system are at 4mm; Mortar joint is answered granted full ash and is ensured that head seam mortar is full, closely knit, seamless.The special-purpose thermal insulation cementing agent that dry density is 1800 kilograms every cube, coefficient of thermal conductivity is less than 0.4W/ (m.K) is adopted to build by laying bricks or stones.
When building self heat insulation wall 1 by laying bricks or stones, self heat insulation wall 1 with the body of wall of constructional column 2 connection should preset Da-maya raft, horse tooth trough is from the bottom of constructional column 2, first step back into, advance and retreat size is 60mm, straight up and down, each Da-maya raft is no more than 300 mm along wall height direction size, constructional column 2 should by designing requirement indwelling, and indwelling position should be correct, and in Da-maya raft, residual mortar should be cleaned out.
When building self heat insulation wall 1 by laying bricks or stones, the tension rib of end strips crotch (stretching to constructional column side) is set in self heat insulation wall 1 with the self heat insulation wall 1 of constructional column 2 intersection, tension rib builds interior into self heat insulation wall 1 and length of embedment length is not less than 1/6 of wall length, between the upper and lower apart from 500 mm, and lead to the wall by tied silk and make a check mark.
When building by laying bricks or stones, the warming plate 22 of every block constructional column 2 is fixedly installed the anchoring piece of diameter 8mm length 10CM, anchoring piece should meet design specifications requirement through pull-out test.
The height that the warming plate 22 of self heat insulation wall 1 and constructional column 2 is synchronously built by laying bricks or stones must not be greater than 1.8m every day.
6. constructional column formwork for placing is installed:
The constructional column formwork 3 that the body 21 installing constructional column 2 around the bar construction of the constructional column 2 2. arranged by step is built.As Fig. 5
7. constructional column concrete is built:
Concrete is built in the constructional column formwork 3 6. installed by step, complete building of the body 21 of constructional column 2, and by the anchoring piece on the tension rib of the self heat insulation wall 1 that arranges in abovementioned steps, warming plate 22 and concrete acting in conjunction own, the body 21 of constructional column 2 is formed integrally with warming plate 22 and self heat insulation wall 1.
The structure of the warming plate 22 of the self heat insulation wall 1 completed by above-mentioned steps, constructional column 2 and constructional column as shown in Figure 7.
Other secondary structures are as substantially identical with the present embodiment in construction methods such as lintel, infilled wall, partition walls, and the method that can refer to the present embodiment is constructed.
Above embodiment is the explanation to the specific embodiment of the present invention; but not limitation of the present invention; person skilled in the relevant technique without departing from the spirit and scope of the present invention; can also make various conversion and change and obtain corresponding equivalent technical scheme, therefore all equivalent technical schemes all should be included into scope of patent protection of the present invention.
Claims (5)
1. self heat insulation wall secondary structure and a warming plate one-shot forming construction method, is characterized in that: comprise the following steps:
1. clear up basic unit and levelling unwrapping wire: the foreign material clearing up place to be onstructed, according to design, unwrapping wire is carried out to the horizon and body of wall line that comprise self heat insulation wall;
2. constructional column reinforcing bar is set: the position determined according to design and mode arrange the bar construction of secondary structure;
3. concrete guide wall form board bottom body of wall is set and builds concrete and lead wall: build self heat insulation wall place by laying bricks or stones at needs and concrete guide wall form board bottom body of wall is set, and lead wall with C20 concrete placings;
4. marked rod is set;
5. the warming plate of self heat insulation wall and secondary structure is synchronously built by laying bricks or stones;
6. the formwork for placing of secondary structure is installed: around the bar construction of the secondary structure 2. arranged by step, install the formwork that secondary structure is built;
7. constructional column concrete is built: in the formwork 6. installed by step, build concrete, complete secondary structure.
2. self heat insulation wall secondary structure according to claim 1 and warming plate one-shot forming construction method, is characterized in that: described self heat insulation wall adopts B05 ALC insulation blocks to build by laying bricks or stones; The warming plate of secondary structure adopts B04 ALC to be incubated thin plate.
3. self heat insulation wall secondary structure according to claim 1 and warming plate one-shot forming construction method, is characterized in that: described step 5. in: the warming plate of self heat insulation wall and secondary structure adopts batch slurry processes synchronously to build by laying bricks or stones; Building mortar layer should be smooth vertical and horizontal, and horizontal mortar joint and perpends width control system are at 4mm; Mortar joint is answered granted full ash and is ensured that head seam mortar is full, closely knit, seamless; The special-purpose thermal insulation cementing agent that dry density is 1800 kilograms every cube, coefficient of thermal conductivity is less than 0.4W/ (m.K) is adopted to build by laying bricks or stones;
When building self heat insulation wall by laying bricks or stones, the body of wall of self heat insulation wall and secondary structure connection presets Da-maya raft, horse tooth trough is from the bottom of secondary structure, first step back into, advance and retreat size is 60mm, straight up and down, each Da-maya raft is no more than 300 mm along wall height direction size, and secondary structure should carry out indwelling by designing requirement position; In Da-maya raft, residual mortar should be cleaned out.
4. self heat insulation wall secondary structure according to claim 1 and warming plate one-shot forming construction method, it is characterized in that: described step 5. in: when building self heat insulation wall by laying bricks or stones, the tension rib of end strips crotch is set in the self heat insulation wall of self heat insulation wall and secondary structure intersection, tension rib builds interior into self heat insulation wall 1 and length of embedment is not less than 1/6 of wall length, between the upper and lower apart from 500 mm, and lead to the wall by tied silk and make a check mark; When building by laying bricks or stones, the warming plate of every block secondary structure is fixedly installed the anchoring piece of diameter 8mm, length 10CM.
5. self heat insulation wall secondary structure according to claim 1 and warming plate one-shot forming construction method, is characterized in that: described step 5. in: the height that the warming plate of self heat insulation wall and secondary structure is synchronously built by laying bricks or stones must not be greater than 1.8m every day.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510295750.0A CN104878930A (en) | 2015-06-02 | 2015-06-02 | One-time forming construction method for secondary structure and heat preservation plate of self-insulation wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510295750.0A CN104878930A (en) | 2015-06-02 | 2015-06-02 | One-time forming construction method for secondary structure and heat preservation plate of self-insulation wall body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104878930A true CN104878930A (en) | 2015-09-02 |
Family
ID=53946587
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510295750.0A Pending CN104878930A (en) | 2015-06-02 | 2015-06-02 | One-time forming construction method for secondary structure and heat preservation plate of self-insulation wall body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104878930A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088600A (en) * | 2016-06-27 | 2016-11-09 | 中冶东北建设（沈阳）工程技术有限公司 | Primary structure and secondary structure door opening lintel one-shot forming construction method |
| CN107366385A (en) * | 2017-08-02 | 2017-11-21 | 中国十七冶集团有限公司 | A kind of thermal insulation structure post and its construction method |
| CN110451890A (en) * | 2019-08-27 | 2019-11-15 | 广东粤腾建设有限公司 | The impervious leakage-proof construction method of secondary structure |
| 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 |
| CN111677146A (en) * | 2020-06-19 | 2020-09-18 | 中建富林集团有限公司 | Construction process of masonry wall |
| CN113389331A (en) * | 2021-06-30 | 2021-09-14 | 中国建筑第八工程局有限公司 | Wall structure on stair inclined steel beam and construction method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009102182A (en) * | 2007-10-22 | 2009-05-14 | Shimizu Corp | Light control glass |
| CN103195246A (en) * | 2013-04-09 | 2013-07-10 | 舒子杨 | Construction method for self heat insulation of building wall body |
| CN104196134A (en) * | 2014-09-04 | 2014-12-10 | 中建四局第六建筑工程有限公司 | Heat preservation system and construction method thereof |
-
2015
- 2015-06-02 CN CN201510295750.0A patent/CN104878930A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009102182A (en) * | 2007-10-22 | 2009-05-14 | Shimizu Corp | Light control glass |
| CN103195246A (en) * | 2013-04-09 | 2013-07-10 | 舒子杨 | Construction method for self heat insulation of building wall body |
| CN104196134A (en) * | 2014-09-04 | 2014-12-10 | 中建四局第六建筑工程有限公司 | Heat preservation system and construction method thereof |
Non-Patent Citations (2)
| Title |
|---|
| 刘阳等: "混凝土复合（EPS）自保温砌体施工技术", 《混凝土与水泥制品》 * |
| 蔡鸣: "蒸压砂加气自保温墙体防热桥施工工艺", 《天津建设科技》 * |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088600A (en) * | 2016-06-27 | 2016-11-09 | 中冶东北建设（沈阳）工程技术有限公司 | Primary structure and secondary structure door opening lintel one-shot forming construction method |
| CN107366385A (en) * | 2017-08-02 | 2017-11-21 | 中国十七冶集团有限公司 | A kind of thermal insulation structure post and its construction method |
| CN110451890A (en) * | 2019-08-27 | 2019-11-15 | 广东粤腾建设有限公司 | The impervious leakage-proof construction method of secondary structure |
| CN110451890B (en) * | 2019-08-27 | 2021-09-07 | 广东粤腾建设有限公司 | Secondary structure anti-seepage and anti-leakage 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 |
| CN111677146A (en) * | 2020-06-19 | 2020-09-18 | 中建富林集团有限公司 | Construction process of masonry wall |
| CN113389331A (en) * | 2021-06-30 | 2021-09-14 | 中国建筑第八工程局有限公司 | Wall structure on stair inclined steel beam and construction method |
| CN113389331B (en) * | 2021-06-30 | 2022-11-25 | 中国建筑第八工程局有限公司 | Wall structure on stair inclined steel beam and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104878930A (en) | One-time forming construction method for secondary structure and heat preservation plate of self-insulation wall body | |
| CN105804410B (en) | Prefabricated concrete structure is vertically connected with dividing storehouse slip casing by pressure method | |
| CN104631512B (en) | Hang modulus method after-pouring band beam-slab construction method | |
| CN103195087B (en) | Mould support method of foundation pit basement haunch shearing wall | |
| CN203080705U (en) | Concrete post-cast strip supporting top | |
| CN1210472C (en) | Concrete building construction form unit and manufacturing device therefor, and concrete building constructed by using concrete building construction form | |
| CN102587416B (en) | Construction method of basement attached lane structure | |
| CN207177329U (en) | A kind of prefabricated hollow floor bracing means | |
| CN110792200A (en) | Masonry construction method without post-picking and pipe wrapping structure thereof | |
| CN102433958A (en) | Prefabricated wall board construction member | |
| CN103628575A (en) | Large-altitude-difference variable-section concrete structure construction joint and construction method thereof | |
| CN202466623U (en) | Basement attached lane structure | |
| CN102535841A (en) | Construction technology of prefabricated wall panel | |
| CN109594683A (en) | A kind of construction method and structure of ultra-long concrete wall | |
| CN204552085U (en) | Formwork concreting structure in constructional column top at the bottom of a kind of Vierendeel girder | |
| CN209854976U (en) | Assembled heat preservation brickwork wall | |
| CN106499088B (en) | A kind of useless brick facing prefabricated thermal insulation exterior wall plate and preparation method thereof | |
| CN104763158B (en) | Tenon joint type light-weight aggregate chained block construction method | |
| CN204163113U (en) | A kind of nethike embrane formula ater-casting being applied to basement wall slab | |
| CN204001705U (en) | Outer wall of basement single surface formwork constructing structure based on earth anchor truss | |
| CN102535847B (en) | Method for constructing gypsum self-insulation outer wall block masonry | |
| CN206376872U (en) | A kind of multi-functional sump chamber | |
| CN109339100A (en) | A kind of open trench tunnel falsework system and construction | |
| CN109098307A (en) | Brick output enters the wall body structure and wall building method of stone | |
| CN204225295U (en) | A kind of cracking resistance heat bridge node of steam pressure sand aerated concrete masonry self-insulation system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150902 |
|
| RJ01 | Rejection of invention patent application after publication |