CN205348590U - Fetal membrane of support and constitution with adjustable control of concrete protection layer - Google Patents

Fetal membrane of support and constitution with adjustable control of concrete protection layer Download PDF

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Publication number
CN205348590U
CN205348590U CN201620075673.8U CN201620075673U CN205348590U CN 205348590 U CN205348590 U CN 205348590U CN 201620075673 U CN201620075673 U CN 201620075673U CN 205348590 U CN205348590 U CN 205348590U
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CN
China
Prior art keywords
support
type support
framework
steel reinforcement
rack body
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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.)
Expired - Fee Related
Application number
CN201620075673.8U
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Chinese (zh)
Inventor
杜德持
王渭明
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Shandong University of Science and Technology
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Shandong University of Science and Technology
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Priority to CN201620075673.8U priority Critical patent/CN205348590U/en
Application granted granted Critical
Publication of CN205348590U publication Critical patent/CN205348590U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a fetal membrane of support and constitution with adjustable control of concrete protection layer, including the support body, the inside cavity of support body, its bottom is equipped with a screw sleeve to and still include the formula of turning over support, turn over formula support and screw rod down that it fixes at the top of support body to turn over the formula support on, and the one end of screw rod is connected with the top of time turning over the formula support, and its other end stretches into to the inside of support body after passing screw sleeve, wherein, screw rod and screw sleeve screw -thread fit. The utility model discloses an it between reinforcing bar child board and framework of steel reinforcement, rotates the screw rod and just can adjust the formula of turning over support and turn over the distance between the formula support down to distinguish the butt with the both ends of adjustable trestle to changing distance between child board and the framework of steel reinforcement, making the thickness on concrete protection layer realize the adjustability, and the intensity of the structure of adjustable trestle own is high, has avoided producing the side in the work progress and moved, simultaneously, its simple structure is at the on -site Assembly convenient and fast more that is under construction.

Description

A kind of concrete cover controls the fetal membrane of adjustable trestle and composition thereof
Technical field
This utility model relates to building block technical field, particularly relates to a kind of concrete cover and controls the fetal membrane of adjustable trestle and composition thereof.
Background technology
Present stage; in concreting process, protective layer thickness is controlled by commonly used cement mortar bedding block or plastic cushion; these cushion blocks main drawback is that designer just creates after thickness of concrete cover is determined; cannot regulable control protective layer thickness, and then cannot be carried out produce in enormous quantities and processing.Meanwhile, cushion block intensity is not enough, it is easy to crushed, concreting and in compacting process cushion block be susceptible to sidesway, thus result in thickness of concrete cover and different design, do not reach design specification requirement.
Utility model content
In order to solve technical problem existing in prior art, the first purpose of the present utility model is in that to provide a kind of concrete cover to control adjustable trestle;Second purpose of the present utility model is in that the fetal membrane providing a kind of concrete cover to control adjustable trestle composition.
In order to reach above-mentioned first purpose, the technical solution adopted in the utility model is as follows:
A kind of concrete cover controls adjustable trestle; including rack body; the inner hollow of described rack body; being provided with a screw shell bottom it, and also include upper-turn-type support, lower turning type support and screw rod, described upper-turn-type support is fixed on the top of described rack body; one end of described screw rod is connected with the top of described lower turning type support; its other end is through the inside stretching to described rack body after described screw shell, wherein, and described screw rod and described screw shell threaded engagement.
Further, described upper-turn-type support passes through an Interal fixation at the top of described rack body.
Further, the width of described steel plate is identical with the width of described rack body and thickness respectively with thickness.
Further, the shape of described upper-turn-type support and lower turning type support is cross, and being shaped as of described rack body is U-shaped.
In order to reach above-mentioned second purpose, the technical solution adopted in the utility model is as follows:
A kind of fetal membrane being made up of concrete cover control adjustable trestle; it includes tire plate and framework of steel reinforcement; described tire plate is enclosed in the outside of described framework of steel reinforcement; multiple described adjustable trestles are symmetrically distributed in the outside of described framework of steel reinforcement, and the two ends of each described adjustable trestle are connected between described tire plate and framework of steel reinforcement respectively.
Further, mutually lock also by steel wire between upper-turn-type support and the described framework of steel reinforcement of described adjustable trestle.
Further, described framework of steel reinforcement is connected with each other is formed by stirrup and vertical muscle.
The beneficial effects of the utility model are in that: by being connected between tire plate and framework of steel reinforcement respectively by the two ends of adjustable trestle; rotary screw just can regulate the distance between upper-turn-type support and lower turning type support; thus changing the spacing of reinforcing bar tire plate and framework of steel reinforcement; the thickness making concrete cover realizes adjustability; and the intensity of the structure of adjustable trestle own is high, it is to avoid work progress produces sidesway, simultaneously; its simple in construction, assembles more convenient at the construction field (site).
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, the accompanying drawing used required in embodiment or description of the prior art will be briefly described below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the premise not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the structural representation that concrete cover of the present utility model controls adjustable trestle;
Fig. 2 is the structural representation of fetal membrane of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail, so that advantage of the present utility model and feature can be easier to be readily appreciated by one skilled in the art, thus protection domain of the present utility model being made apparent clear and definite defining.
Consult shown in Fig. 1, the concrete cover that this utility model provides controls adjustable trestle, including rack body 1, the inner hollow of rack body 1, a screw shell 2 it is provided with bottom it, and also include upper-turn-type support 3, lower turning type support 4 and screw rod 5, upper-turn-type support 3 is fixed on the top of rack body 1, one end of screw rod 5 is connected with the top of lower turning type support 4, its other end stretches to the inside of rack body 1 after screw shell 2, wherein, screw rod 5 and screw shell 2 threaded engagement, the spacing between upper-turn-type support 3 and lower turning type support 4 just can be changed by rotary screw 5, preferably, the shape of upper-turn-type support 3 and lower turning type support 4 is cross, its structure is made to arrange rationally, support more stable, and being preferably shaped to of rack body 1 is U-shaped, it draws materials conveniently, the course of processing is simple, with low cost.
Preferably, in order to coordinate U-shaped rack body 1, upper-turn-type support 3 is made to be firmly fixed to the top of rack body 1, upper-turn-type support 3 is fixed on the top of rack body 1 also by a steel plate 6, the width of steel plate 6 is identical with the width of rack body 1 and thickness respectively with thickness, so under the premise ensureing bonding strength, appearance can be improved.
Consult shown in Fig. 2, a kind of fetal membrane being made up of concrete cover control adjustable trestle, it includes tire plate 7 and framework of steel reinforcement 8, tire plate 7 is enclosed in the outside of framework of steel reinforcement 8, multiple adjustable trestles are symmetrically distributed in the outside of framework of steel reinforcement 8, and the two ends of each adjustable trestle are connected between tire plate 7 and framework of steel reinforcement 8 respectively, particularly as follows: the upper-turn-type support 3 of adjustable trestle and lower turning type support 4 are connected on framework of steel reinforcement 8 and tire plate 7 respectively, and in order to improve the stability of structure, when preventing from building with rammed concrete, this fetal membrane structure is breakked away, cause that thickness of concrete cover is undesirable, mutually lock also by steel wire 9 between upper-turn-type support 3 and the framework of steel reinforcement 8 of adjustable trestle.
In this utility model, framework of steel reinforcement 8 is connected with each other is formed by stirrup 10 and vertical muscle 11.And the concrete locking mode of steel wire 9 is: if the mid portion in framework of steel reinforcement 8 face is without vertical muscle 11, then stirrup 10 is placed on upper-turn-type support 3, and fixes with stirrup 10 colligation through the inner chamber of rack body 1 with steel wire 9.If framework of steel reinforcement 8 face mid portion has vertical muscle 11, this adjustable trestle can be positioned over the crossover location place of vertical muscle 11 and stirrup 10, and inner chamber and vertical muscle 11 and stirrup 10 colligation of rack body 1 is passed with steel wire 9, adopt above-mentioned locking mode, its good integrity, locking mechanism is stable, greatly reduces the probability that fetal membrane structure occurs to break away.
In sum, the utility model has the advantage of:
This utility model is by being connected between tire plate 7 and framework of steel reinforcement 8 respectively by the two ends of adjustable trestle; rotary screw 5 just can regulate the distance between upper-turn-type support 3 and lower turning type support 4; thus changing the spacing of reinforcing bar tire plate 7 and framework of steel reinforcement 8; the thickness making concrete cover realizes adjustability; and the intensity of the structure of adjustable trestle own is high, it is to avoid work progress produces sidesway, simultaneously; its simple in construction, assembles more convenient at the construction field (site).
Above, it is only detailed description of the invention of the present utility model, but protection domain of the present utility model is not limited thereto, any change expected without creative work or replacement, all should be encompassed within protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with claims protection defined.

Claims (7)

1. a concrete cover controls adjustable trestle, including rack body (1), it is characterized in that: the inner hollow of described rack body (1), a screw shell (2) it is provided with bottom it, and also include upper-turn-type support (3), lower turning type support (4) and screw rod (5), described upper-turn-type support (3) is fixed on the top of described rack body (1), one end of described screw rod (5) is connected with the top of described lower turning type support (4), its other end stretches to the inside of described rack body (1) after described screw shell (2), wherein, described screw rod (5) and described screw shell (2) threaded engagement.
2. concrete cover as claimed in claim 1 controls adjustable trestle, it is characterised in that: described upper-turn-type support (3) is fixed on the top of described rack body (1) by a steel plate (6).
3. concrete cover as claimed in claim 2 controls adjustable trestle, it is characterised in that: the width of described steel plate (6) is identical with the width of described rack body (1) and thickness respectively with thickness.
4. concrete cover as claimed in claim 3 controls adjustable trestle; it is characterized in that: the shape of described upper-turn-type support (3) and lower turning type support (4) is cross, and being shaped as of described rack body (1) is U-shaped.
5. the concrete cover described in claim 1 controls the fetal membrane that adjustable trestle forms; it is characterized in that: include tire plate (7) and framework of steel reinforcement (8); described tire plate (7) is enclosed in the outside of described framework of steel reinforcement (8); multiple described adjustable trestles are symmetrically distributed in the outside of described framework of steel reinforcement (8), and the two ends of each described adjustable trestle are connected between described tire plate (7) and framework of steel reinforcement (8) respectively.
6. fetal membrane as claimed in claim 5, it is characterised in that: mutually lock also by steel wire (9) between upper-turn-type support (3) and the described framework of steel reinforcement (8) of described adjustable trestle.
7. the fetal membrane as described in claim 5 or 6, it is characterised in that: described framework of steel reinforcement (8) is connected with each other is formed by stirrup (10) and vertical muscle (11).
CN201620075673.8U 2016-01-26 2016-01-26 Fetal membrane of support and constitution with adjustable control of concrete protection layer Expired - Fee Related CN205348590U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620075673.8U CN205348590U (en) 2016-01-26 2016-01-26 Fetal membrane of support and constitution with adjustable control of concrete protection layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620075673.8U CN205348590U (en) 2016-01-26 2016-01-26 Fetal membrane of support and constitution with adjustable control of concrete protection layer

Publications (1)

Publication Number Publication Date
CN205348590U true CN205348590U (en) 2016-06-29

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107100330A (en) * 2017-06-29 2017-08-29 中铁十四局集团有限公司 A kind of cushion block
CN109183826A (en) * 2018-09-30 2019-01-11 中国二十冶集团有限公司 Adjustable reinforced bracket and construction method for different-thickness valve plate basis
CN112195761A (en) * 2020-10-16 2021-01-08 中铁十六局集团第三工程有限公司 Reinforcing bar skeleton protective layer regulator
CN114197864A (en) * 2021-12-17 2022-03-18 中建八局第四建设有限公司 Column cap staggered platform template for guaranteeing thickness of column reinforcement protective layer

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107100330A (en) * 2017-06-29 2017-08-29 中铁十四局集团有限公司 A kind of cushion block
CN109183826A (en) * 2018-09-30 2019-01-11 中国二十冶集团有限公司 Adjustable reinforced bracket and construction method for different-thickness valve plate basis
CN112195761A (en) * 2020-10-16 2021-01-08 中铁十六局集团第三工程有限公司 Reinforcing bar skeleton protective layer regulator
CN114197864A (en) * 2021-12-17 2022-03-18 中建八局第四建设有限公司 Column cap staggered platform template for guaranteeing thickness of column reinforcement protective layer
CN114197864B (en) * 2021-12-17 2023-02-17 中建八局第四建设有限公司 Column cap staggered platform template for guaranteeing thickness of column reinforcement protective layer

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160629

Termination date: 20170126