CN104074392A - Column type assembled wall without soleplate and wall manufacturing method - Google Patents
Column type assembled wall without soleplate and wall manufacturing method Download PDFInfo
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- CN104074392A CN104074392A CN201410339091.1A CN201410339091A CN104074392A CN 104074392 A CN104074392 A CN 104074392A CN 201410339091 A CN201410339091 A CN 201410339091A CN 104074392 A CN104074392 A CN 104074392A
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Abstract
The invention provides a column type assembled wall without a soleplate, and relates to column type assembled walls, in particular to the column type assembled wall without the soleplate. The problems that an existing wall is complex in foundation construction process, short in service life and high in maintaining cost, and wastes a large amount of money and labor are solved. The column type assembled wall without the soleplate comprises a pulling connection beam, two column bottom feet, two windproof columns and a plurality of wall plates. The two column bottom feet are arranged in parallel, and the lower end of each windproof column is correspondingly inserted in a mounting groove in the middle of the upper surface of one column bottom foot. The wall plates and the pulling connection beam are sequentially arranged between the two windproof columns in parallel side by side from top to bottom, the two ends of each wall plate are in one-to-one correspondence connection with the inner side walls of the two windproof columns, and the two ends of the pulling connection beam are in one-to-one correspondence connection with the inner side walls of the two windproof columns. The invention further relates to a manufacturing method of the column type assembled wall without the soleplate. The column type assembled wall is used for the periphery of a house.
Description
Technical field
The present invention relates to a kind of pillar assembling enclosure wall and enclosure wall preparation method, be specifically related to a kind of foundation-free plate column type assembling enclosure wall and enclosure wall preparation method.
Background technology
At present, build enclosure wall and will first carry out basic construction, the construction on enclosure wall basis is the whether safe guarantee of whole enclosure wall, and need to construct at the scene in enclosure wall basis, and operation under wet environment, due to the reason such as geology, weather, make the construction on enclosure wall basis have potential safety hazard, even can cause collapsing of enclosure wall, in the time that enclosure wall is keeped in repair, need first enclosure wall basis to be reconstructed, lost labor and material, also need to drop into substantial contribution, pay a large amount of manpowers enclosure wall is carried out to later maintenance, cause the waste of fund and manpower.
Summary of the invention
The present invention is for solving existing enclosure wall foundation construction process complexity, and application life is short, and maintenance fund is high, wastes again the problem of a large amount of manpowers, and then proposes a kind of foundation-free plate column type assembling enclosure wall and enclosure wall preparation method.
The present invention addresses the above problem the technical scheme of taking to be: a kind of foundation-free plate column type assembling enclosure wall of the present invention comprises tensile tie-beam, two post footing, two windproof posts and polylith wallboard, two post footing be arranged in parallel, the lower end correspondence of every windproof post is inserted in the mounting groove of a post footing upper surface middle part, multiple wallboards, tensile tie-beam are from top to bottom set in parallel between two windproof posts of root successively side by side, the inside wall of each wallboard two ends and two windproof posts connects one to one, and the inside wall of the two ends of tensile tie-beam and two windproof posts connects one to one.
Enclosure wall preparation method of the present invention comprises the steps:
Step 1: make two post footing, the making of post footing is first make template and reinforcing bar is processed, and carries out formwork after template construct completes, and after template moulding, carries out binding reinforcing bars, and the upper surface of post footing is provided with mounting groove;
Step 2: make tensile tie-beam, tensile tie-beam is first with two 350*150 rectangle frames of 50*50*5 angle steel weldering, in frame, longitudinally weld steel bar stress, muscle hoop is tied up, after moulding, put into moulding board of precast beam, stir and cast concrete by 30 concrete match ratios, treat that concrete strength reaches more than 90% can install and use;
Step 3: make wallboard, wallboard is first with a 850*2490 rectangle frame of 50*50*5 angle steel weldering, in frame, longitudinally weld 8 reinforcing bar and 13 reinforcing bars that diameter is 6mm that diameter is 12mm, and the reinforcing bar that the reinforcing bar that diameter is 12mm and diameter are 6mm is crisscross arranged, angle bar frame is placed on prefabricated platform, stir and cast concrete by 30 concrete match ratios, treat that concrete strength reaches more than 90% can install and use;
Step 4: windproof post is inserted in mounting groove, and tensile tie-beam and multiple wallboard are inserted between the medial surface of two windproof posts from the bottom to top successively, form whole body of wall.
The invention has the beneficial effects as follows: the present invention is without making foundation slab, by cast post footing, windproof post is arranged in the mounting groove of post footing upper end end face, stablize whole body of wall, extended the application life of body of wall, and body of wall totally adopts the mode of assembling, in the time carrying out body of wall maintenance, can keep in repair local wall body construction, save 80% maintenance fund, save manpower.
Brief description of the drawings
Fig. 1 is overall structure schematic diagram of the present invention, and Fig. 2 is front view of the present invention, and Fig. 3 is the top view of Fig. 2, and Fig. 4 is the left view of Fig. 2.
Detailed description of the invention
Detailed description of the invention one: present embodiment is described in conjunction with Fig. 1 to Fig. 4, described in present embodiment, a kind of foundation-free plate column type assembling enclosure wall comprises tensile tie-beam 3, two post footing 1, two windproof posts 2 and polylith wallboard 4, two post footing 1 be arranged in parallel, the lower end correspondence of every windproof post 2 is inserted in the mounting groove 1-1 of post footing 1 upper surface middle part, multiple wallboards 4, tensile tie-beam 3 is from top to bottom set in parallel between two windproof posts 2 successively side by side, the inside wall of each wallboard 4 two ends and two windproof posts 2 connects one to one, the inside wall of the two ends of tensile tie-beam 3 and two windproof posts 2 connects one to one.
Detailed description of the invention two: in conjunction with Fig. 1 to Fig. 4, present embodiment is described, a kind of foundation-free plate column type assembling enclosure wall also comprises multiple built-in fittings 5 described in present embodiment, is laid with successively multiple built-in fittings 5 on the medial surface of every windproof post 2 from top to bottom.So arrange, the built-in fitting 5 on the two ends of wallboard 4 and tensile tie-beam 3 and the inside wall of two windproof posts 2 connects one to one, and built-in fitting 5 can increase the intensity of windproof post 2, and makes wallboard 4 and tensile tie-beam 3 convenient disassemblies.Other compositions are identical with detailed description of the invention one with annexation.
Detailed description of the invention three: in conjunction with Fig. 1 to Fig. 4, present embodiment is described, a kind of foundation-free plate column type assembling enclosure wall preparation method comprises the steps: described in present embodiment
Step 1: make two post footing 1, the making of post footing 1 is first make template and reinforcing bar is processed, and carries out formwork after template construct completes, and after template moulding, carries out binding reinforcing bars, and the upper surface of post footing 1 is provided with mounting groove 1-1;
Step 2: make tensile tie-beam 3, tensile tie-beam 3 is first with two 350*150 rectangle frames of 50*50*5 angle steel weldering, in frame, longitudinally weld steel bar stress, muscle hoop is tied up, after moulding, put into moulding board of precast beam, stir and cast concrete by 30 concrete match ratios, treat that concrete strength reaches more than 90% can install and use;
Step 3: make wallboard 4, wallboard 4 is first with a 850*2490 rectangle frame of 50*50*5 angle steel weldering, in frame, longitudinally weld 8 reinforcing bar and 13 reinforcing bars that diameter is 6mm that diameter is 12mm, and the reinforcing bar that the reinforcing bar that diameter is 12mm and diameter are 6mm is crisscross arranged, angle bar frame is placed on prefabricated platform, stir and cast concrete by 30 concrete match ratios, treat that concrete strength reaches more than 90% can install and use;
Step 4: windproof post 2 is inserted in mounting groove 1-1, and tensile tie-beam 3 and multiple wallboard 4 are inserted between the medial surface of two windproof posts 2 from the bottom to top successively, form whole body of wall.
Operating principle
The present invention, in the time of work, first carries out place leveling, digs footing hole by length, makes two post footing 1, and two post footing 1 are embedded in footing hole.Windproof post 2 is arranged in the mounting groove 1-1 of post footing 1 upper end end face, tensile tie-beam 3 and wallboard 4 are inserted in the built-in fitting 5 of windproof post 2 medial surfaces, form the metope of whole body of wall, whole body of wall adopts the mode of assembling to install, in the time carrying out body of wall maintenance and safeguard, can separately certain parts be keeped in repair and be safeguarded, save manpower and fund.
Claims (3)
1. a foundation-free plate column type assembling enclosure wall, it is characterized in that: described a kind of foundation-free plate column type assembling enclosure wall comprises tensile tie-beam (3), two post footing (1), two windproof posts (2) and polylith wallboard (4), two post footing (1) be arranged in parallel, the lower end correspondence of every windproof post (2) is inserted in the mounting groove (1-1) of a post footing (1) upper surface middle part, multiple wallboards (4), tensile tie-beam (3) is from top to bottom set in parallel between two windproof posts (2) successively side by side, the inside wall of each wallboard (4) two ends and two windproof posts (2) connects one to one, the inside wall of the two ends of tensile tie-beam (3) and two windproof posts (2) connects one to one.
2. according to claim 1, it is characterized in that: described a kind of foundation-free plate column type assembling enclosure wall also comprises multiple built-in fittings (5), is laid with successively multiple built-in fittings (5) on the medial surface of every windproof post (2) from top to bottom.
3. the enclosure wall preparation method described in claim 1, is characterized in that: described a kind of foundation-free plate column type assembling enclosure wall preparation method comprises the steps:
Step 1: make two post footing (1), the making of post footing (1) is first make template and reinforcing bar is processed, after completing, template construct carries out formwork, after template moulding, carry out binding reinforcing bars, the upper surface of post footing (1) is provided with mounting groove (1-1);
Step 2: make tensile tie-beam (3), tensile tie-beam (3) is first with two 350*150 rectangle frames of 50*50*5 angle steel weldering, in frame, longitudinally weld steel bar stress, muscle hoop is tied up, after moulding, put into moulding board of precast beam, stir and cast concrete by 30 concrete match ratios, treat that concrete strength reaches more than 90% can install and use;
Step 3: make wallboard (4), wallboard (4) is first with a 850*2490 rectangle frame of 50*50*5 angle steel weldering, in frame, longitudinally weld 8 reinforcing bar and 13 reinforcing bars that diameter is 6mm that diameter is 12mm, and the reinforcing bar that the reinforcing bar that diameter is 12mm and diameter are 6mm is crisscross arranged, angle bar frame is placed on prefabricated platform, stir and cast concrete by 30 concrete match ratios, treat that concrete strength reaches more than 90% can install and use;
Step 4: windproof post (2) is inserted in mounting groove (1-1), tensile tie-beam (3) and multiple wallboard (4) are inserted between the medial surface of two windproof posts (2) from the bottom to top successively, form whole body of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410339091.1A CN104074392B (en) | 2014-07-16 | 2014-07-16 | A kind of foundation-free plate column type assembling enclosure wall manufacture method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410339091.1A CN104074392B (en) | 2014-07-16 | 2014-07-16 | A kind of foundation-free plate column type assembling enclosure wall manufacture method |
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| CN104074392A true CN104074392A (en) | 2014-10-01 |
| CN104074392B CN104074392B (en) | 2016-08-17 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104948004A (en) * | 2015-04-29 | 2015-09-30 | 西安科技大学 | Revolving wall for on-site safety management |
| CN106013954A (en) * | 2016-07-07 | 2016-10-12 | 中建海峡建设发展有限公司 | Construction method for combined enclosure |
| CN110905278A (en) * | 2019-12-11 | 2020-03-24 | 合肥国瑞集成建筑科技有限公司 | Combined enclosing wall |
| CN112376455A (en) * | 2020-11-17 | 2021-02-19 | 中交第三航务工程局有限公司南京分公司 | Shock absorption limiting method and device for rail transit assembled enclosure structure |
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| US20020069602A1 (en) * | 2000-12-08 | 2002-06-13 | Blanchet Paulin A. | Hurricane resistant precast composite building system |
| CN202090628U (en) * | 2011-05-13 | 2011-12-28 | 四川电力送变电建设公司 | Prefabricated enclosure wall for transformer substation |
| CN202248612U (en) * | 2011-09-05 | 2012-05-30 | 苏国成 | Assembled guardrail |
| CN202672842U (en) * | 2012-07-05 | 2013-01-16 | 中国建筑第七工程局有限公司 | Novel temporary enclosing wall for construction site |
| CN103758396A (en) * | 2014-01-09 | 2014-04-30 | 杜昌君 | Combined type wall |
| CN203947861U (en) * | 2014-07-16 | 2014-11-19 | 国家电网公司 | A kind of foundation-free plate column type assembling enclosure wall |
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2014
- 2014-07-16 CN CN201410339091.1A patent/CN104074392B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020069602A1 (en) * | 2000-12-08 | 2002-06-13 | Blanchet Paulin A. | Hurricane resistant precast composite building system |
| CN202090628U (en) * | 2011-05-13 | 2011-12-28 | 四川电力送变电建设公司 | Prefabricated enclosure wall for transformer substation |
| CN202248612U (en) * | 2011-09-05 | 2012-05-30 | 苏国成 | Assembled guardrail |
| CN202672842U (en) * | 2012-07-05 | 2013-01-16 | 中国建筑第七工程局有限公司 | Novel temporary enclosing wall for construction site |
| CN103758396A (en) * | 2014-01-09 | 2014-04-30 | 杜昌君 | Combined type wall |
| CN203947861U (en) * | 2014-07-16 | 2014-11-19 | 国家电网公司 | A kind of foundation-free plate column type assembling enclosure wall |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104948004A (en) * | 2015-04-29 | 2015-09-30 | 西安科技大学 | Revolving wall for on-site safety management |
| CN106013954A (en) * | 2016-07-07 | 2016-10-12 | 中建海峡建设发展有限公司 | Construction method for combined enclosure |
| CN106013954B (en) * | 2016-07-07 | 2018-08-21 | 中建海峡建设发展有限公司 | A kind of construction method of combination enclosing |
| CN110905278A (en) * | 2019-12-11 | 2020-03-24 | 合肥国瑞集成建筑科技有限公司 | Combined enclosing wall |
| CN112376455A (en) * | 2020-11-17 | 2021-02-19 | 中交第三航务工程局有限公司南京分公司 | Shock absorption limiting method and device for rail transit assembled enclosure structure |
| CN112376455B (en) * | 2020-11-17 | 2022-03-01 | 中交第三航务工程局有限公司南京分公司 | Shock absorption limiting method and device for rail transit assembled enclosure structure |
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| CN104074392B (en) | 2016-08-17 |
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Inventor after: Yu Yang Inventor after: Zhang Danni Inventor after: Duan Anqi Inventor after: Yuan Mingqi Inventor after: Duan Youzhou Inventor after: Zheng Yi Inventor after: Yuan Weiqing Inventor after: Lin Xianfeng Inventor after: Wang Guoshan Inventor after: Xu Chao Inventor after: Li Yanjie Inventor after: Yu Zhanfu Inventor before: Yu Yang Inventor before: Li Yanjie Inventor before: Yu Zhanfu |
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