CN107724605A - A kind of concrete floor and cover to reinforcement construction auxiliary device and construction method - Google Patents
A kind of concrete floor and cover to reinforcement construction auxiliary device and construction method Download PDFInfo
- Publication number
- CN107724605A CN107724605A CN201710952868.5A CN201710952868A CN107724605A CN 107724605 A CN107724605 A CN 107724605A CN 201710952868 A CN201710952868 A CN 201710952868A CN 107724605 A CN107724605 A CN 107724605A
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- CN
- China
- Prior art keywords
- concrete
- cover
- pvc pipe
- servicing unit
- auxiliary device
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of concrete floor and cover to reinforcement construction auxiliary device, and it is made up of cylinder and pre-buried iron nail, and described cylinder is made up of concrete, is highly arranged to slab thickness；Described pre-buried iron nail one end is arranged on column body.Apparatus of the present invention are using job site material according to processing drawing making, regularization production is simple, when using every time a number of device is arranged according to live floor level Sizes, then will be neat with tape between each device, constructed according to the live device and with line absolute altitude during casting concrete.Apparatus of the present invention onsite application is convenient, pvc pipe high recycling rate, can effectively ensure the thickness and cover to reinforcement deviation of concrete floor.
Description
Technical field
The invention belongs to concrete main body structure construction field, and in particular to a kind of concrete floor and cover to reinforcement construction
Servicing unit and construction method.
Background technology
With the development of building trade, concrete cast-in-situ structure occupies leading position in current building, and some are normal
The construction quality common fault seen happens occasionally.Slab in concrete structure thickness and cover to reinforcement deviation effects concrete cast-in-situ knot
The performances such as the durability of structure, excessive protective layer thickness can also cause waste economically, but due to concrete in construction
Pour the problem of area is big, so often to occur, how to effectively control slab in concrete structure thickness and cover to reinforcement deviation
It is the emphasis in construction.
The content of the invention
To solve the above problems, the invention provides a kind of concrete floor and cover to reinforcement construction auxiliary device, knot
Structure is simple, easy to make, can effectively control slab in concrete structure thickness and cover to reinforcement deviation.
A kind of concrete floor and cover to reinforcement construction auxiliary device, it is made up of cylinder and pre-buried iron nail, described
Cylinder is made up of concrete, is highly arranged to slab thickness；Described embedded iron nail head is arranged on column body.
A kind of construction method of concrete floor and cover to reinforcement construction auxiliary device, is comprised the following steps that：
Step 1, the making of servicing unit
At the construction field (site), by Φ 50mm pvc pipe according to some sections of slab thickness blanking, by the remaining material of casting concrete
Material is poured into pvc pipe segment, ready embedded iron nail head is inserted into one end mouth of pipe before concrete initial set, concrete possesses one
Pvc pipe is cut after determining intensity, takes out concrete column, servicing unit completes；
Step 2, the use of servicing unit
A number of servicing unit is arranged according to live floor level Sizes, servicing unit is directly followed closely in floor
, then will be neat with tape between each device on bed die；During casting concrete, it is according to the live device and with the construction of line absolute altitude
Can.
Further, in described step one, pvc pipe uses preceding inner brush releasing agent；The pvc pipe of incision can be glued with adhesive tape
Connect, reuse.
Compared with prior art, advantages of the present invention is：
1) apparatus of the present invention onsite application is convenient, pvc pipe high recycling rate, can effectively ensure concrete floor
Thickness and cover to reinforcement deviation；
2) apparatus of the present invention are made simple, and associated materials are all relatively common at the construction field (site), and construction can be made full use of surplus
Remaining leftover pieces processing, energy-conserving and environment-protective.
Brief description of the drawings
Fig. 1 is the structure chart of apparatus of the present invention；
Fig. 2 is the construction drawing of apparatus of the present invention；
1st, cylinder；2nd, pre-buried iron nail；3rd, servicing unit；4th, line；5th, cover to reinforcement.
Embodiment
With reference to Figure of description, the present invention is further described through.
Embodiment 1
As shown in figure 1, a kind of concrete floor and cover to reinforcement construction auxiliary device, it is by cylinder 1 and pre-buried iron nail 2
Composition, cylinder 1 are made up of concrete, are highly arranged to slab thickness, and concrete floor slab placement feelings can be intuitively monitored when so using
Condition；For pre-buried iron nail 2 before concrete column initial set inside insertion cylinder 1, overall structure is stable and firm after concrete column soma, makes
Used time follows closely the other end of pre-buried iron nail 2 on floor bottom mould, convenient to use.
As shown in Fig. 2 the construction method of a kind of concrete floor and cover to reinforcement construction auxiliary device, specific steps are such as
Under：
Step 1, the making of servicing unit
At the construction field (site), by Φ 50mm pvc pipe according to some sections of slab thickness blanking, by the remaining material of casting concrete
Material is poured into pvc pipe segment, the ready pre-buried head of iron nail 2 is inserted into one end mouth of pipe before concrete initial set, concrete possesses
Pvc pipe is cut after some strength, takes out concrete column, servicing unit 3 completes；
Associated materials in step 1 are all relatively common at the construction field (site), and the leftover pieces of constructed residual can be made full use of to add
Work, concrete pours surplus every time can make a large amount of devices.
Step 2, the use of servicing unit
A number of servicing unit 3 is arranged according to live floor level Sizes, by the direct Ding buildings of servicing unit 3
In plate bed die, then it will be brought all between each device with line 4；During casting concrete, applied according to the live device and with line absolute altitude
Work.
Step 2 servicing unit is easy to use, has 4 two indicants of servicing unit 3 and line, Ke Yigeng during casting concrete
Accurately pour, so as to control slab in concrete structure thickness and cover to reinforcement deviation.
Further, in above-mentioned steps one, pvc pipe uses preceding inner brush releasing agent, facilitates the servicing unit demoulding to take out；Cut
The pvc pipe opened can use adhesive tape bonding, reuse, pvc pipe high recycling rate, can effectively ensure the thickness of concrete floor
Degree and cover to reinforcement deviation.
The foregoing description of the disclosed embodiments, professional and technical personnel in the field are enable to realize or using the present invention.
A variety of modifications to these embodiments will be apparent for those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, it is of the invention
The embodiments shown herein is not intended to be limited to, and is to fit to and principles disclosed herein and features of novelty phase one
The most wide scope caused.
Claims (3)
1. a kind of concrete floor and cover to reinforcement construction auxiliary device, it is characterized in that, it is by cylinder (1) and pre-buried iron nail
(2) form, described cylinder (1) is made up of concrete, is highly arranged to slab thickness；Described pre-buried iron nail (2) head is set
Put in column body.
2. the application method of a kind of concrete floor according to claim 1 and cover to reinforcement construction auxiliary device, its
It is characterized in, comprises the following steps that：
Step 1, the making of servicing unit
At the construction field (site), Φ 50mm pvc pipe is filled the remaining material of casting concrete according to some sections of slab thickness blanking
Enter in pvc pipe segment, one end mouth of pipe is inserted on ready pre-buried iron nail (2) head before concrete initial set, concrete possesses one
Pvc pipe is cut after determining intensity, takes out concrete column, servicing unit (3) completes；
Step 2, the use of servicing unit
A number of servicing unit (3) is arranged according to live floor level Sizes, by servicing unit (3) directly Ding buildings
In plate bed die, then it will be brought all between each device with line (4)；During casting concrete, according to the live device and with line absolute altitude
Construction.
3. the application method of a kind of concrete floor according to claim 2 and cover to reinforcement construction auxiliary device, its
It is characterized in, in described step one, pvc pipe uses preceding inner brush releasing agent；The pvc pipe of incision can use adhesive tape bonding, and repetition makes
With.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710952868.5A CN107724605A (en) | 2017-10-13 | 2017-10-13 | A kind of concrete floor and cover to reinforcement construction auxiliary device and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710952868.5A CN107724605A (en) | 2017-10-13 | 2017-10-13 | A kind of concrete floor and cover to reinforcement construction auxiliary device and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107724605A true CN107724605A (en) | 2018-02-23 |
Family
ID=61211266
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710952868.5A Pending CN107724605A (en) | 2017-10-13 | 2017-10-13 | A kind of concrete floor and cover to reinforcement construction auxiliary device and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107724605A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667389A (en) * | 2018-12-31 | 2019-04-23 | 宁波二十冶建设有限公司 | A kind of slab thickness control module and construction method |
| CN113235829A (en) * | 2021-04-20 | 2021-08-10 | 中国一冶集团有限公司 | Prefabricated standard thick block for controlling thickness of cast-in-place floor slab and manufacturing and construction method thereof |
| CN116170564A (en) * | 2022-12-26 | 2023-05-26 | 中建三局第一建设工程有限责任公司 | System and method for acquiring reinforced bar image of core tube floor slab in top mold construction |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US4371292A (en) * | 1979-07-02 | 1983-02-01 | Kabushiki Kaisha Meiji Gomu Kasei | Gravity structure |
| JP2002088978A (en) * | 2000-09-19 | 2002-03-27 | Tomoya Ueda | Concrete heavy spacer |
| CN103982007A (en) * | 2014-05-06 | 2014-08-13 | 中建三局集团有限公司 | Recoverable and reusable combined floor reinforcing bar iron support |
| CN203867082U (en) * | 2014-04-14 | 2014-10-08 | 中国三冶集团有限公司 | Negative moment reinforcement protective layer control tripod |
| CN105019605A (en) * | 2015-07-31 | 2015-11-04 | 宁波建工股份有限公司 | Floor slab reinforcement protective layer double-control precast concrete cushion block and installation method thereof |
| CN205276631U (en) * | 2015-11-23 | 2016-06-01 | 中国二十冶集团有限公司 | A waterproof cushion that is used for hanging in control room mould height |
| CN106799782A (en) * | 2017-02-24 | 2017-06-06 | 河南天工建设集团有限公司 | The preparation method of slab thickness control cushion block and its application |
-
2017
- 2017-10-13 CN CN201710952868.5A patent/CN107724605A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4371292A (en) * | 1979-07-02 | 1983-02-01 | Kabushiki Kaisha Meiji Gomu Kasei | Gravity structure |
| JP2002088978A (en) * | 2000-09-19 | 2002-03-27 | Tomoya Ueda | Concrete heavy spacer |
| CN203867082U (en) * | 2014-04-14 | 2014-10-08 | 中国三冶集团有限公司 | Negative moment reinforcement protective layer control tripod |
| CN103982007A (en) * | 2014-05-06 | 2014-08-13 | 中建三局集团有限公司 | Recoverable and reusable combined floor reinforcing bar iron support |
| CN105019605A (en) * | 2015-07-31 | 2015-11-04 | 宁波建工股份有限公司 | Floor slab reinforcement protective layer double-control precast concrete cushion block and installation method thereof |
| CN205276631U (en) * | 2015-11-23 | 2016-06-01 | 中国二十冶集团有限公司 | A waterproof cushion that is used for hanging in control room mould height |
| CN106799782A (en) * | 2017-02-24 | 2017-06-06 | 河南天工建设集团有限公司 | The preparation method of slab thickness control cushion block and its application |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667389A (en) * | 2018-12-31 | 2019-04-23 | 宁波二十冶建设有限公司 | A kind of slab thickness control module and construction method |
| CN113235829A (en) * | 2021-04-20 | 2021-08-10 | 中国一冶集团有限公司 | Prefabricated standard thick block for controlling thickness of cast-in-place floor slab and manufacturing and construction method thereof |
| CN116170564A (en) * | 2022-12-26 | 2023-05-26 | 中建三局第一建设工程有限责任公司 | System and method for acquiring reinforced bar image of core tube floor slab in top mold construction |
| CN116170564B (en) * | 2022-12-26 | 2023-10-27 | 中建三局第一建设工程有限责任公司 | Method for acquiring reinforced bar image of core tube floor slab in top mold construction |
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| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180223 |
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| RJ01 | Rejection of invention patent application after publication |