CN103015458B - A kind of basement loose tool and form of construction work - Google Patents

A kind of basement loose tool and form of construction work Download PDF

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Publication number
CN103015458B
CN103015458B CN201210553904.8A CN201210553904A CN103015458B CN 103015458 B CN103015458 B CN 103015458B CN 201210553904 A CN201210553904 A CN 201210553904A CN 103015458 B CN103015458 B CN 103015458B
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Prior art keywords
loose tool
tool unit
fetal membrane
grade
basement
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CN201210553904.8A
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CN103015458A (en
Inventor
林光明
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SHAOXING COUNTY MINGHUANG BUILDING MATERIALS TECHNOLOGY Co Ltd
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SHAOXING COUNTY MINGHUANG BUILDING MATERIALS TECHNOLOGY Co Ltd
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Abstract

The invention belongs to the realm of building construction, be specially basement fetal membrane and form of construction work, comprise at least two fetal membrane unit connected side by side; Described fetal membrane unit is specially: grade beam fetal membrane unit, cushion cap fetal membrane unit and base plate fetal membrane unit; Form of construction work key step of the present invention: step one, cushion cap fetal membrane unit transverse baffle plate is installed and is laid, and is then welded by connector, last surveying setting-out; Step 2, grade beam fetal membrane unit spliced is installed; Step 3, before paving mortar and be dry, carries out base plate fetal membrane unit splicing at once, and hangs one piece with loop wheel machine and spread one piece; As long as the whole construction period of the present invention 1-2 days, be more than 15 days relative to traditional construction period, the construction period of basement fetal membrane shortens greatly.

Description

A kind of basement loose tool and form of construction work
Technical field
The invention belongs to the realm of building construction, be specially a kind of basement fetal membrane and form of construction work.
Background technology
Brick fetal membrane is made into template with brick exactly, is used for substituting the wooden form that cannot construct; Existing basement bottom board grade beam cushion cap fetal membrane all adopts fragment of brick to build by laying bricks or stones, and then whitewashes, finally backfill smooth after build facing concrete bed course again.
The construction method of traditional basement grade beam cushion cap fetal membrane is: step one, first carries out shoveling finishing, then builds bed course, finally carry out maintenance to bed course; Step 2, the bed course of building carries out surveying setting-out, then carries out building brick tire by laying bricks or stones, finally carries out starching powdering to the brick tire of having built by laying bricks or stones and carries out maintenance; Step 3, it is smooth that natives' work of step one being dug out carries out backfill, then to basement bottom cushion pouring construction, last maintenance.The construction period of the method, probably more than 15 days, so makes whole construction period elongate, and time-consumingly takes a lot of work, and cost increases.
In view of this, the present inventor provides a kind of basement fetal membrane and form of construction work, and this case produces thus.
Summary of the invention
The object of the present invention is to provide a kind of basement fetal membrane and form of construction work, to solve the technical problem of conventional method long construction period.
In order to solve the problems of the technologies described above, the invention provides following technical scheme:
A kind of basement fetal membrane, comprises at least two fetal membrane unit connected side by side; Described fetal membrane unit is specially: grade beam fetal membrane unit, cushion cap fetal membrane unit and base plate fetal membrane unit; Described grade beam fetal membrane unit is U-shaped, which is provided with a film chamber, and film chamber encloses with two longitudinal baffles be oppositely arranged and transverse baffle and forms, and the angle, two ends on longitudinal baffle is same is provided with connector, and described grade beam fetal membrane unit two ends abut and connect side by side; The transverse baffle of described cushion cap fetal membrane unit is reserved with stake holes, is embedded with design stake in stake holes, the longitudinal baffle of the cushion cap fetal membrane unit be connected with grade beam fetal membrane unit is provided with the groove matched with described grade beam fetal membrane unit membrane chamber; Described base plate fetal membrane unit is rectangle cross section, and base plate fetal membrane unit corner is provided with connector, and described fetal membrane unit splices side by side;
Further, described base plate fetal membrane unit cover is connected on the longitudinal baffle of described grade beam fetal membrane unit.
Further, the steel mesh reinforcement of Φ 3 ~ Φ 12 is distributed with in described fetal membrane unit.
Further, described grade beam fetal membrane unit and cushion cap fetal membrane unit longitudinal baffle are provided with the hook being convenient to handling.
Further, on the transverse baffle of described cushion cap fetal membrane unit, reserved stake holes diameter comparatively designs large more than the 40cm of a diameter.
Further, described connector is L-type, and it fits in fetal membrane unit side angle.
Further, described grade beam fetal membrane unit is integrated type.
A kind of basement fetal membrane form of construction work, is characterized in that: comprising:
Step one, with excavator, manually carries out shoveling finishing;
Step 2, cushion cap fetal membrane unit transverse baffle plate is installed and is laid, and is then welded by connector, last surveying setting-out;
Step 3, cushion cap fetal membrane unit longitudinal baffle is installed, and draws axis absolute altitude thereon;
Step 4, grade beam fetal membrane unit spliced is installed;
Step 5, carry out excavator, manually smooth in base plate fetal membrane unit subsoil side: spread microlith, levelling, finally uses paving with mortar;
Step 6, before paving mortar and be dry, carries out base plate fetal membrane unit splicing at once, and hangs one piece with loop wheel machine and spread one piece;
Step 7, jointing.
As long as the whole construction period of the present invention 1-2 days, the construction period being about 15 days (in case of the duration on rainy day can be longer, difficulty of construction also can increase greatly) basement fetal membranes relative to traditional construction period shortens greatly.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is top view of the present invention;
Fig. 3 is the enlarged drawing of connector of the present invention.
Specific embodiment
As shown in Figure 1, 2, what the present invention disclosed is a kind of basement fetal membrane and form of construction work, and it comprises at least two fetal membrane unit 1 connected side by side; Described fetal membrane unit 1 is specially: grade beam fetal membrane unit 2, cushion cap fetal membrane unit 3 and base plate fetal membrane unit 4; Described grade beam fetal membrane unit 2 is U-shaped, which is provided with a film chamber 21, film chamber 21 encloses with two longitudinal baffles be oppositely arranged 22 and transverse baffle 23 and forms, and the angle, two ends on longitudinal baffle 22 is same is provided with connector 5, and described grade beam fetal membrane unit 2 two ends abut and connect side by side; The transverse baffle 22 of described cushion cap fetal membrane unit 3 is reserved with stake holes 31, be embedded with design stake 32 in stake holes 31, the longitudinal baffle 22 of the cushion cap fetal membrane unit 3 be connected with grade beam fetal membrane unit 2 is provided with the groove 33 matched with described grade beam fetal membrane unit 2 film chamber 21; Described base plate fetal membrane unit 4 is rectangle cross section, and base plate fetal membrane unit 4 four jiaos is provided with connector 5, and wherein contact base plate fetal membrane unit 4 limit with grade beam fetal membrane unit 2 longitudinal baffle 22 and be provided with fitting 5, described base plate fetal membrane unit 4 splices side by side;
Further, described base plate fetal membrane unit 4 lid is connected on the longitudinal baffle 22 of described grade beam fetal membrane unit 2; The steel mesh reinforcement of Φ 3 ~ Φ 12 is distributed with in described fetal membrane unit 1; Described grade beam fetal membrane unit 2 and cushion cap fetal membrane unit 3 longitudinal baffle 22 are provided with the hook 6 being convenient to handling.Further, on the transverse baffle 22 of described cushion cap fetal membrane unit 3, reserved stake holes 31 diameter comparatively designs large more than the 40cm of stake 32 diameter; Described grade beam fetal membrane unit 2 is integrated type.
Shown in composition graphs 3, connector 5 of the present invention is L-type, and it fits in fetal membrane unit 1 end angle.
Next describe lower a kind of basement fetal membrane form of construction work, it comprises the steps:
Step one, with excavator, manually carries out shoveling finishing;
Step 2, cushion cap fetal membrane unit transverse baffle plate is installed and is laid, and is then welded by connector, last surveying setting-out;
Step 3, cushion cap fetal membrane unit longitudinal baffle is installed, and draws axis absolute altitude thereon;
Step 4, grade beam fetal membrane unit spliced is installed;
Step 5, carry out excavator, manually smooth in base plate fetal membrane unit subsoil side: spread microlith, levelling, finally uses paving with mortar;
Step 6, before paving mortar and be dry, carries out base plate fetal membrane unit splicing at once, and hangs one piece with loop wheel machine and spread one piece;
Step 7, jointing.
As long as the whole construction period of the present invention 1-2 days, the construction period being about 15 days (in case of the duration on rainy day can be longer, difficulty of construction also can increase greatly) basement fetal membranes relative to traditional construction period shortens greatly.
Above detailed description of the invention is only preferred embodiment of the present invention, and not in order to limit this creation, any amendment made within all spirit in this creation and principle, equivalent replacement, improvement etc., within the protection domain that all should be included in this creation.

Claims (6)

1. a basement loose tool form of construction work, is characterized in that: wherein basement loose tool comprises at least two loose tool unit connected side by side; Described loose tool unit is specially: grade beam loose tool unit, cushion cap loose tool unit and base plate loose tool unit; Described grade beam loose tool unit is U-shaped, which is provided with a die cavity, and die cavity encloses with two longitudinal baffles be oppositely arranged and transverse baffle and forms, and the angle, two ends on longitudinal baffle is same is provided with connector, and described grade beam loose tool unit two ends abut and connect side by side; The transverse baffle of described cushion cap loose tool unit is reserved with stake holes, is embedded with design stake in stake holes, the longitudinal baffle of the cushion cap loose tool unit be connected with grade beam loose tool unit is provided with the groove matched with described grade beam loose tool unit die cavity; Described base plate loose tool unit is rectangle cross section, and base plate loose tool unit corner is provided with connector, and described base plate loose tool unit splices side by side; Described base plate loose tool unit cover is connected on described grade beam loose tool unit longitudinal baffle on one side;
The form of construction work of described basement loose tool comprises the steps: step one, with excavator, manually carries out shoveling finishing; Step 2, cushion cap loose tool unit transverse baffle plate is installed and is laid, then surveying setting-out; Step 3, cushion cap loose tool unit longitudinal baffle is installed, and draws axis absolute altitude thereon; Step 4, grade beam loose tool unit spliced is installed; Step 5, carry out excavator, manually smooth in base plate loose tool unit subsoil side: spread microlith, levelling, finally uses paving with mortar; Step 6, before paving mortar and be not dry, carries out base plate loose tool unit splicing at once, and hangs one piece of paving one piece with loop wheel machine; Step 7, jointing.
2. a kind of basement loose tool form of construction work according to claim 1, is characterized in that: the steel mesh reinforcement being distributed with Φ 3 ~ Φ 12 in described loose tool unit.
3. a kind of basement loose tool form of construction work according to claim 1, is characterized in that: described grade beam loose tool unit and cushion cap loose tool unit longitudinal baffle are provided with the hook being convenient to handling.
4. a kind of basement loose tool form of construction work according to claim 1, is characterized in that: on the transverse baffle of described cushion cap loose tool unit, reserved stake holes diameter comparatively designs the large 40cm of a diameter.
5. a kind of basement loose tool form of construction work according to claim 1, it is characterized in that: described connector is L-type, it fits in loose tool unit side angle.
6. a kind of basement loose tool form of construction work according to claim 1, is characterized in that: described grade beam loose tool unit is integrated type.
CN201210553904.8A 2012-12-19 2012-12-19 A kind of basement loose tool and form of construction work Active CN103015458B (en)

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Application Number Priority Date Filing Date Title
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CN103015458A CN103015458A (en) 2013-04-03
CN103015458B true CN103015458B (en) 2015-11-25

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105369826A (en) * 2015-12-08 2016-03-02 中国一冶集团有限公司 Basement bearing platform side mold construction method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1693631A (en) * 2005-06-05 2005-11-09 吴学文 Box-shaped base mould and reinforced concrete box shaped construction unit
CN101451359A (en) * 2008-12-30 2009-06-10 谢孟 Basement composite bottom board structure
CN101725247A (en) * 2008-10-18 2010-06-09 黄浩庭 Manufacture method of cushion cap and patand molding bed for building pile foundation
CN203113377U (en) * 2012-12-19 2013-08-07 绍兴县明煌建材科技有限公司 Basement membrane

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200372315Y1 (en) * 2004-10-11 2005-01-10 박무용 Moving-fabricated supporting bracket structure of downward construction system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1693631A (en) * 2005-06-05 2005-11-09 吴学文 Box-shaped base mould and reinforced concrete box shaped construction unit
CN101725247A (en) * 2008-10-18 2010-06-09 黄浩庭 Manufacture method of cushion cap and patand molding bed for building pile foundation
CN101451359A (en) * 2008-12-30 2009-06-10 谢孟 Basement composite bottom board structure
CN203113377U (en) * 2012-12-19 2013-08-07 绍兴县明煌建材科技有限公司 Basement membrane

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