CN215978071U - Steel bar spacing device, steel bar layer and pouring mold - Google Patents

Steel bar spacing device, steel bar layer and pouring mold Download PDF

Info

Publication number
CN215978071U
CN215978071U CN202120665868.9U CN202120665868U CN215978071U CN 215978071 U CN215978071 U CN 215978071U CN 202120665868 U CN202120665868 U CN 202120665868U CN 215978071 U CN215978071 U CN 215978071U
Authority
CN
China
Prior art keywords
steel bar
layer
spacing device
supporting piece
steel bars
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.)
Active
Application number
CN202120665868.9U
Other languages
Chinese (zh)
Inventor
刘辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN202120665868.9U priority Critical patent/CN215978071U/en
Application granted granted Critical
Publication of CN215978071U publication Critical patent/CN215978071U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

The utility model discloses a steel bar spacing device, a steel bar layer and a pouring mold, belonging to the technical field of steel bar pouring, wherein the steel bar layer and the pouring mold comprise the spacing device, the steel bar spacing device comprises a first transverse supporting piece and a vertical supporting piece, and the vertical supporting piece is arranged below the upper transverse supporting piece; the upper transverse supporting piece is provided with a lug boss, and at least one lug boss is connected with the upper transverse supporting piece in a splicing manner; the bulge part and the upper transverse supporting piece are connected in a splicing manner, so that the position of the bulge part on the upper transverse supporting piece is more flexibly arranged and selected, and the selection of a proper position is favorable for improving the overall stability of the spacing device by the bulge part through a steel bar, so that the spacing device is not easy to topple; in addition, the arrangement of the protruding portions can play a role in indicating the pouring thickness of the concrete in the subsequent pouring process of the concrete, so that the concrete pouring is more uniform, and the function of the spacing device is enriched.

Description

Steel bar spacing device, steel bar layer and pouring mold
Technical Field
The utility model relates to the technical field of steel bar pouring, in particular to a steel bar spacing device, a steel bar layer and a pouring mold.
Background
The currently adopted steel bar spacer mainly comprises a plastic cushion block, a mortar cushion block, a finished product long-strip-shaped steel bar stirrup and a self-made Z-shaped steel bar stirrup. The spacers are developed after years of practice in the construction industry, are convenient to purchase or manufacture, are simple to install, have mature processes and have high field acceptance. But also have more shortcoming, the finished product distance piece of purchase all is fixed dimension, and with wrong and reinforcing bar protective layer control inaccurate when different floor thickness, the cushion is emptyd easily, and finished product metal stirrup bottom is direct and template contact, appears the phenomenon of becoming rusty easily after the form removal, has not been suitable for present floor bottom and exempts from the technological trend of whitewashing and probably brings adverse effect for concrete structure's durability. The Z-shaped steel bar spacer manufactured on site only can bear point-shaped load, the position without the spacer is easy to shift, and the integral state of the floor slab steel bar is difficult to control. More importantly, the existing traditional steel bar spacer comprises an arc-shaped steel bar stirrup connecting structure with similar processes, only can separate upper and lower steel bar frameworks, and the thickness of the steel bar protective layer and the structural plate cannot be accurately controlled. The function is single, the cost performance is low, and the aim of directly controlling the plate thickness cannot be achieved.
As disclosed in patent document CN205917998U, an arc-shaped steel bar split heads connection structure is disclosed, which comprises an upper layer of steel bars, a lower layer of steel bars, and split heads supported therebetween, wherein the split heads are in the form of trusses and comprise upper horizontal stay bars, lower horizontal stay bars, and a set of web members, the upper side of the upper horizontal stay bars is supported on the lower side of the upper layer of steel bars, and the lower side of the lower horizontal stay bars is supported on the upper set of web members of the lower layer of steel bars; the split heads in this scheme can play better supporting role to upper and lower layer reinforcing bar, but its function is single to a certain extent, if upper reinforcing bar pressurized is great, the support stability of split heads is still relatively poor.
Disclosure of Invention
1. Technical problem to be solved by the utility model
The utility model aims to provide a steel bar spacing device, a steel bar layer and a pouring mold aiming at the problems of single function and poor stability of a steel bar supporting device in the prior art, wherein the functions of the steel bar spacing device, the steel bar layer and the pouring mold are diversified by arranging a convex part and a connection mode that the convex part and a first transverse supporting piece can be spliced and connected, and the convex part is freely arranged to improve the supporting stability of the steel bar spacing device.
2. Technical scheme
In order to achieve the purpose, the technical scheme provided by the utility model is as follows:
the utility model discloses a steel bar spacing device, which comprises a first transverse supporting piece and a vertical supporting piece, wherein the vertical supporting piece is arranged below the first transverse supporting piece; the upper part of the first transverse supporting piece is provided with a convex part, and at least one convex part is connected with the first transverse supporting piece in a splicing manner.
Preferably, the device further comprises a second transverse support mounted below the vertical support.
Preferably, the top height of the convex part is the same as the top height of the concrete.
Preferably, the protruding part and the first transverse support are connected by welding.
Preferably, the first lateral support is strip-shaped.
Preferably, a bending part is arranged on the strip-shaped first transverse supporting piece.
Preferably, at least 3 projections are provided above the first transverse support.
The utility model relates to a reinforcing steel bar layer, which comprises lower reinforcing steel bars, upper reinforcing steel bars and a spacer; the upper-layer steel bars are arranged above the lower-layer steel bars, the spacing pieces are arranged between the lower-layer steel bars and the upper-layer steel bars, the spacing pieces are spacing devices, the upper-layer steel bars are supported above first transverse supporting pieces of the spacing devices, the protruding portions protrude above the upper-layer steel bars, and the side portions of at least one protruding portion are arranged in contact with the upper-layer steel bars.
Preferably, the spacer comprises a second transverse support mounted below the vertical support, the second transverse support being disposed above the underlying rebar.
The pouring mold comprises a template and a reinforcing steel layer, wherein the template comprises a bottom template, the reinforcing steel layer is arranged above the bottom template, and the reinforcing steel layer is the reinforcing steel layer.
Preferably, a cushion block is arranged between the lower layer steel bar of the steel bar layer and the bottom layer formwork.
3. Advantageous effects
Compared with the prior art, the technical scheme provided by the utility model has the following remarkable effects:
(1) the utility model discloses a steel bar spacing device, which comprises a first transverse supporting piece and a vertical supporting piece, wherein the vertical supporting piece is arranged below the first transverse supporting piece; the upper part of the first transverse supporting piece is provided with a convex part, and at least one convex part is connected with the first transverse supporting piece in a splicing manner; the bulge part and the first transverse supporting piece are connected in a splicing manner, so that the arrangement and selection of the bulge part at the position of the first transverse supporting piece are more flexible, and the selection of a proper position is favorable for improving the overall stability of the spacing device by the bulge part through a steel bar, so that the spacing device is not easy to topple; in addition, the arrangement of the protruding portions can play a role in indicating the pouring thickness of the concrete in the subsequent pouring process of the concrete, so that the concrete pouring is more uniform, and the function of the spacing device is enriched.
(2) According to the steel bar spacing device, the height of the top end of the protruding portion is the same as that of the top surface of concrete, the protruding portion can indicate the concrete pouring thickness more directly, and convenience in the pouring process is improved.
(3) According to the steel bar spacing device, at least 3 protruding parts are arranged above the first transverse supporting piece, and the arrangement of a large number of protruding parts can provide more concrete pouring thickness indicating points, so that the uniformity of concrete pouring in each area is facilitated.
(4) The utility model discloses a reinforcing steel bar layer, which comprises lower reinforcing steel bars, upper reinforcing steel bars and a spacer; the upper reinforcing steel bar is arranged above the lower reinforcing steel bar, the spacer is arranged between the lower reinforcing steel bar and the upper reinforcing steel bar, the spacer is a spacing device in the utility model, the upper reinforcing steel bar is supported above a first transverse supporting piece of the spacing device, the protruding portion protrudes out of the upper reinforcing steel bar, the side portion of at least one protruding portion is in contact with the upper reinforcing steel bar, the protruding portion and the first transverse supporting piece are connected in a splicing mode, a constructor can flexibly select the setting position of the protruding portion, the upper reinforcing steel bar is selected beside the upper reinforcing steel bar, the protruding portion is positioned in a contact mode through the upper reinforcing steel bar, the upper reinforcing steel bar can support the spacer, and dumping of the spacer in the construction process is further avoided.
Drawings
FIG. 1 is a top view of a rebar spacing device of the present invention;
fig. 2 is a side view of a reinforcing bar spacer in use according to the present invention.
The reference numerals in the schematic drawings illustrate:
111. lower layer steel bar; 112. upper layer steel bars; 120. a template; 130. cushion blocks;
210. a second lateral support; 220. a first lateral support; 230. a vertical support; 240. a raised portion.
Detailed Description
For a further understanding of the utility model, reference should be made to the following detailed description taken in conjunction with the accompanying drawings and examples.
The structure, proportion, size and the like shown in the drawings are only used for matching with the content disclosed in the specification, so that the person skilled in the art can understand and read the description, and the description is not used for limiting the limit condition of the implementation of the utility model, so the method has no technical essence, and any structural modification, proportion relation change or size adjustment still falls within the scope covered by the technical content disclosed by the utility model without affecting the effect and the achievable purpose of the utility model. Meanwhile, the terms such as "upper", "lower", "left", "right" and "middle" used in the present specification are for clarity of description only, and are not used to limit the implementable scope, and the relative relationship changes or adjustments may be considered to be within the implementable scope of the present invention without substantial technical changes; in addition, the embodiments of the present invention are not independent of each other, but may be combined.
As shown in fig. 1, the casting mold of this embodiment includes a formwork 120 and a reinforcement layer, where the formwork 120 includes a bottom formwork, and the reinforcement layer is disposed above the bottom formwork; the reinforcing steel bar layer comprises lower reinforcing steel bars 111, upper reinforcing steel bars 112 and a spacer; upper reinforcing bar 112 sets up in lower floor's reinforcing bar 111's top, is provided with the spacer between lower floor's reinforcing bar 111 and the upper reinforcing bar 112, and the setting of spacer is used for supporting upper reinforcing bar 112 to avoid upper reinforcing bar 112's the deformation that sinks. And a cushion block 130 is arranged between the lower layer steel bar 111 of the steel bar layer and the bottom layer formwork.
The spacer is a steel bar spacer in the embodiment, and comprises a first transverse support 220 and a vertical support 230, wherein the vertical support 230 is mounted below the first transverse support 220; the first transverse supporting member 220 may be a bar, or may be made of steel bars, and the bar-shaped first transverse supporting member 220 supports the upper layer of steel bars 112.
The vertical supporting member 230 may also be a steel bar, which is vertically disposed, a top end of the vertical supporting member 230 is fixed to the first horizontal supporting member 220, and a bottom end of the vertical supporting member 230 is supported on the lower layer of steel bar 111 or on the formwork 120. The bottom end of the vertical supporting member 230 may be provided with a second transverse supporting member 210, the second transverse supporting member 210 may be a bar, or may be made of steel bars, and the bar-shaped second transverse supporting member 210 is supported on the lower layer of steel bars 111. The advantage of supporting the second transverse supporting member 210 on the lower layer of steel bars 111 is that the bottom end of the second transverse supporting member 210 or the bottom end of the vertical supporting member 230 is prevented from being exposed to the air after casting, so that the bottom end of the second transverse supporting member 210 or the bottom end of the vertical supporting member 230 is not painted with anti-rust paint; while facilitating control of the relative distance between the lower layer of reinforcement 111 and the upper layer of reinforcement 112.
As shown in fig. 2, the first transverse supporting member 220 is a strip-shaped member, and/or the second transverse supporting member 210 is provided with a curved portion, and the curved strip-shaped first transverse supporting member 220 and/or the second transverse supporting member 210 can form a supporting surface to support the upper layer of reinforcing steel bars 112, so as to further improve the stability of the support.
The first lateral supporting member 220 is provided with a protrusion 240 thereon, and at least one protrusion 240 is connected to the first lateral supporting member 220 in a splicing manner. Due to the spliceable connection between the protruding portion 240 and the first lateral support 220, for example, the protruding portion 240 and the first lateral support 220 may be welded; it should be noted that, the protrusion 240 and the vertical support 230 may be integrated with each other or separated from each other; the connection in the splicing manner makes the arrangement and selection of the position of the protruding portion 240 on the first transverse supporting member 220 more flexible, and the selection of a proper position is beneficial to the protruding portion 240 to improve the overall stability of the spacer by means of the steel bars, so that the spacer is not easy to topple; and the setting of bellying 240 can play the effect of instructing concrete placement thickness at subsequent concrete placement in-process for concrete placement is more even, has richened spacer's function.
The height of the top end of the protruding portion 240 is the same as that of the top surface of the concrete, so that the protruding portion 240 can indicate the concrete pouring thickness more directly, and the convenience of the pouring process is improved. In addition, at least 3 convex parts 240 are arranged above the first transverse supporting member 220, and the arrangement of the larger number of convex parts 240 can provide more indication points of the concrete pouring thickness, thereby being beneficial to the uniformity degree of concrete pouring of each area.
The protrusions 240 protrude above the upper reinforcing bars 112, and as shown in fig. 2, at least one of the protrusions 240 is disposed to contact the upper reinforcing bars 112 at a side thereof. A processor selects to arrange the protruding part 240 beside the upper-layer steel bar 112, and the protruding part 240 is positioned by the upper-layer steel bar 112 in a contact manner, so that the supporting of the upper-layer steel bar on the spacer is facilitated, and the tilting of the spacer in the construction process is further avoided.
The utility model has been described in detail hereinabove with reference to specific exemplary embodiments thereof. It will, however, be understood that various modifications and changes may be made without departing from the scope of the utility model as defined in the appended claims. The detailed description and drawings are to be regarded as illustrative rather than restrictive, and any such modifications and variations are intended to be included within the scope of the present invention as described herein. Furthermore, the background is intended to be illustrative of the state of the art as developed and the meaning of the present technology and is not intended to limit the scope of the utility model or the application and field of application of the utility model.
More specifically, although exemplary embodiments of the utility model have been described herein, the utility model is not limited to these embodiments, but includes any and all embodiments modified, omitted, combined, e.g., between various embodiments, adapted and/or substituted, as would be recognized by those skilled in the art from the foregoing detailed description. The limitations in the claims are to be interpreted broadly based the language employed in the claims and not limited to examples described in the foregoing detailed description or during the prosecution of the application, which examples are to be construed as non-exclusive. Any steps recited in any method or process claims may be executed in any order and are not limited to the order presented in the claims. The scope of the utility model should, therefore, be determined only by the appended claims and their legal equivalents, rather than by the descriptions and examples given above.

Claims (10)

1. A rebar spacing device, comprising a first transverse support (220) and a vertical support (230), the vertical support (230) being mounted below the first transverse support (220); the upper part of the first transverse supporting piece (220) is provided with a convex part (240), and at least one convex part (240) is connected with the first transverse supporting piece (220) in a splicing manner.
2. A rebar spacing device as claimed in claim 1, further comprising a second transverse support (210), the second transverse support (210) being mounted to a bottom end of the vertical support (230).
3. A rebar spacing device as claimed in claim 1, wherein the top of the boss (240) is at the same height as the top of the concrete.
4. A rebar spacing device as claimed in claim 1, wherein the projection (240) is welded to the first lateral support (220).
5. A rebar spacing device according to claim 1, wherein said first transverse support (220) is strip-shaped and/or said second strip-shaped transverse support (210) is provided with a bend.
6. A rebar spacing device as defined in claim 1, wherein at least 3 bosses (240) are provided above the first cross support (220).
7. A steel bar layer is characterized by comprising lower steel bars (111), upper steel bars (112) and a spacer; the upper layer of steel bars (112) are arranged above the lower layer of steel bars (111), a spacer is arranged between the lower layer of steel bars (111) and the upper layer of steel bars (112), the spacer is a spacer device according to any one of claims 1 to 6, the upper layer of steel bars (112) are supported above the first transverse support member (220) of the spacer device, the protrusions (240) protrude above the upper layer of steel bars (112), and the side part of at least one protrusion (240) is in contact with the upper layer of steel bars (112).
8. A reinforcement layer according to claim 7, wherein the spacer comprises a second transverse support (210) mounted below the vertical support, said second transverse support (210) being arranged above the underlying reinforcement (111).
9. A casting mold, characterized by comprising a formwork (120) and a reinforcement layer, wherein the formwork (120) comprises a bottom formwork, the reinforcement layer is arranged above the bottom formwork, and the reinforcement layer is the reinforcement layer of claim 7 or 8.
10. The casting mold as claimed in claim 9, wherein a spacer (130) is disposed between the lower layer reinforcement (111) of the reinforcement layer and the lower layer formwork.
CN202120665868.9U 2021-03-31 2021-03-31 Steel bar spacing device, steel bar layer and pouring mold Active CN215978071U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120665868.9U CN215978071U (en) 2021-03-31 2021-03-31 Steel bar spacing device, steel bar layer and pouring mold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120665868.9U CN215978071U (en) 2021-03-31 2021-03-31 Steel bar spacing device, steel bar layer and pouring mold

Publications (1)

Publication Number Publication Date
CN215978071U true CN215978071U (en) 2022-03-08

Family

ID=80567919

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120665868.9U Active CN215978071U (en) 2021-03-31 2021-03-31 Steel bar spacing device, steel bar layer and pouring mold

Country Status (1)

Country Link
CN (1) CN215978071U (en)

Similar Documents

Publication Publication Date Title
CN108316669A (en) Wall displacement support device under the high load action of reinforced concrete shear wall structure
CN210636656U (en) Steel bar truss floor bearing plate and prefabricated superposed beam mounting structure
CN215978071U (en) Steel bar spacing device, steel bar layer and pouring mold
CN206458083U (en) A kind of adjustable building template
CN110778123B (en) Concrete reinforcement binding construction method
CN2858826Y (en) Hollow pipe installation structure in hollow casting beam-free reinforced concrete floor slab
CN210636595U (en) Connecting structure of steel bar truss floor bearing plate and prefabricated superposed beam
CN203361476U (en) Triangular support used for supporting upper reinforcing mesh
CN209584870U (en) Pedestal structure for the prefabricated a variety of line style free cantilever erections segment of long line method
CN203452385U (en) Comprehensive steel frame of cast-in-situ floor plate
CN220377822U (en) Arc floor formwork device
CN213742374U (en) Plate thickness control tool
CN217268831U (en) Descending plate hanging mould supporting construction structure
CN203684541U (en) Anisotropic I-section reinforcing steel bar support iron for controlling space between upper and lower rows of reinforcing steel bars of building cast-in-place slab
CN208702147U (en) A kind of assembling truss formwork structure of the square column for foundation bottom
CN216276486U (en) Device for simultaneously controlling thickness of floor slab and reinforcing steel bar protection layer
CN217439353U (en) Special-shaped cushion block for controlling thickness of steel bar protective layer
CN212336755U (en) Plate thickness control support
CN220725792U (en) Device for controlling stress position of reinforced concrete floor layer steel bar
CN210288892U (en) Novel constructional engineering reinforcing bar stirrup
CN214785349U (en) V-shaped steel bar split heads
CN2679271Y (en) Positioning frame of reinforced bar layer of rein forced concrete member
CN211523435U (en) Fixed supporting member for drainage ditch
CN220284614U (en) Accurate positioning bracket for arch feet of tied arch bridge
CN217128748U (en) Support arrangement for control is thick and steel bar protective layer thickness of concrete slab

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant