CN215630070U - Foundation beam pouring structure - Google Patents

Foundation beam pouring structure Download PDF

Info

Publication number
CN215630070U
CN215630070U CN202120752013.XU CN202120752013U CN215630070U CN 215630070 U CN215630070 U CN 215630070U CN 202120752013 U CN202120752013 U CN 202120752013U CN 215630070 U CN215630070 U CN 215630070U
Authority
CN
China
Prior art keywords
foundation beam
reinforcing bar
position department
template
ring
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
CN202120752013.XU
Other languages
Chinese (zh)
Inventor
刘发根
谢仕海
勾希望
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.)
PowerChina Construction Group Ltd
Original Assignee
PowerChina Construction Group Ltd
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 PowerChina Construction Group Ltd filed Critical PowerChina Construction Group Ltd
Priority to CN202120752013.XU priority Critical patent/CN215630070U/en
Application granted granted Critical
Publication of CN215630070U publication Critical patent/CN215630070U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Foundations (AREA)

Abstract

The utility model discloses a foundation beam pouring structure which comprises a foundation beam pouring template, wherein the foundation beam pouring template comprises a supporting steel reinforcement cage, side supporting templates are arranged at the positions of the left side surface and the right side surface of the supporting steel reinforcement cage, the supporting steel reinforcement cage comprises a middle supporting steel reinforcement ring, the middle supporting steel reinforcement ring is rectangular, steel reinforcement connecting blocks are arranged at the positions of four vertex angles of the middle supporting steel reinforcement ring, and long connecting steel reinforcements are arranged at the positions of the steel reinforcement connecting blocks, which are positioned at the inner side of the middle supporting steel reinforcement ring; this device passes through the steel bar connection piece, and what can relax carries out quick connection with side support template, rectangular connecting reinforcement and middle support reinforcing bar ring to form foundation beam and pour the template, when dismantling, because the connecting piece is the spacing inserted bar of plastics, so very big has made things convenient for the dismantlement degree of difficulty of side support template, this device simple structure, and it is convenient to connect, and is swift, has improved the efficiency of construction.

Description

Foundation beam pouring structure
Technical Field
The utility model relates to a foundation beam pouring structure.
Background
The foundation beams are the beams on the foundation soil layer. The foundation beam is mainly used for a frame structure and a frame shear wall structure, the frame columns fall on the foundation beam or the intersection points of the foundation beam, and the foundation beam is mainly used as a foundation of an upper building and transmits upper load to the foundation. The foundation beam directly takes the top of the cushion layer as a bottom template, generally takes the columns as main bearing components in industrial plants, and takes the foundation beam as a part of the foundation, so that the foundation mainly plays a role in connecting the columns, the foundation forms a stable structure, and the foundation also plays a part in bending resistance and shearing resistance, and especially plays a role in shearing resistance when the independent columns are unevenly settled.
Foundation beam among the prior art all is the site operation, and foundation beam is when the construction, need present both sides to make the module with the plank, then add appropriate amount steel reinforcement cage in the module inboard, so as to increase foundation beam's bulk strength, at last in order to prevent when pouring into the concrete, the plank of both sides overturns, consequently still need carry out the centre gripping with the plank of both sides fixed, these steps of traditional mode must go on by one step, excessive time has been wasted in time, thereby construction's progress has been reduced, construction's efficiency has been reduced, based on the problem mentioned above, need provide a foundation beam pouring structure that can solve the problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a foundation beam pouring structure.
The utility model is realized by the following technical scheme:
the utility model provides a foundation beam pouring structure, includes foundation beam pouring template, foundation beam pouring template includes the support reinforcement cage, the position department of support reinforcement cage left and right both sides face is provided with side support template, side support template is provided with two, two side support template symmetry sets up the both sides of support reinforcement cage, the support reinforcement cage includes the intermediate strut steel bar ring, the intermediate strut steel bar ring is rectangle, the position department of four apex angles of intermediate strut steel bar ring is provided with the connecting bar piece, the connecting bar piece is located the inboard position department of intermediate strut steel bar ring is provided with rectangular connecting bar.
Preferably, the position department of preceding, the back both sides face of steel bar connection piece is provided with the cooperation the installation slot of middle support reinforcing bar ring, the position department that middle support reinforcing bar ring is located the upper left corner is provided with top connection and lower clutch, the top connection setting of middle support reinforcing bar ring is in the preceding terminal surface of steel bar connection piece, the lower clutch setting of middle support reinforcing bar ring is in the rear end face of steel bar connection piece.
Preferably, the position department of reinforcing bar connecting block side is provided with connecting slot, connecting slot innermost position department has formed the bight, rectangular connecting reinforcement sets up in the bight.
Preferably, the position of the outer surface of the steel bar connecting block is provided with a limiting insertion rod, the position of the inner side surface of the side supporting template is provided with a limiting clamping groove matched with the limiting insertion rod, and the position of the end part of the limiting insertion rod is provided with a limiting clamping ball.
Preferably, the steel bar connecting block and the limiting inserted rod are plastic parts.
The utility model has the beneficial effects that: this device passes through the steel bar connection piece, and what can relax carries out quick connection with side support template, rectangular connecting reinforcement and middle support reinforcing bar ring to form foundation beam and pour the template, when dismantling, because the connecting piece is the spacing inserted bar of plastics, so very big has made things convenient for the dismantlement degree of difficulty of side support template, this device simple structure, and it is convenient to connect, and is swift, has improved the efficiency of construction.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a front view of the present invention;
FIG. 2 is a schematic view of the attachment of the side support forms;
fig. 3 is a schematic view of a reinforcing bar connecting block.
Detailed Description
All of the features disclosed in this specification, or all of the steps in any method or process so disclosed, may be combined in any combination, except combinations of features and/or steps that are mutually exclusive.
Any feature disclosed in this specification (including any accompanying claims, abstract and drawings), may be replaced by alternative features serving equivalent or similar purposes, unless expressly stated otherwise. That is, unless expressly stated otherwise, each feature is only an example of a generic series of equivalent or similar features.
In the description of the present invention, it is to be understood that the terms "one end", "the other end", "outside", "upper", "inside", "horizontal", "coaxial", "central", "end", "length", "outer end", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, should not be construed as limiting the present invention.
Further, in the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
In the present invention, unless otherwise explicitly specified or limited, the terms "disposed," "sleeved," "connected," "penetrating," "plugged," and the like are to be construed broadly, e.g., as a fixed connection, a detachable connection, or an integral part; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
A foundation beam casting structure as shown in fig. 1, 2 and 3, including a foundation beam casting formwork 101, the foundation beam casting formwork 101 includes a supporting reinforcement cage 102, two lateral supporting formworks 103 are disposed at positions of left and right lateral surfaces of the supporting reinforcement cage 102, two lateral supporting formworks 103 are symmetrically disposed at two sides of the supporting reinforcement cage 102, the supporting reinforcement cage 102 includes a middle supporting reinforcement ring 104, the middle supporting reinforcement ring 104 is rectangular, reinforcement connection blocks 105 are disposed at positions of four top corners of the middle supporting reinforcement ring 104, and a long connection reinforcement 106 is disposed at a position inside the middle supporting reinforcement ring 104 of the reinforcement connection blocks 105.
In a preferred embodiment of the present invention, the front and rear sides of the reinforcement connection block 105 are provided with mounting slots 107 for engaging with the intermediate support tendon rings 104, the intermediate support tendon rings 104 are provided with upper connectors and lower connectors at the upper left corners, the upper connectors of the intermediate support tendon rings 104 are disposed at the front end face of the reinforcement connection block 105, and the lower connectors of the intermediate support tendon rings 104 are disposed at the rear end face of the reinforcement connection block 105.
In a preferred embodiment of the present invention, a connecting slot 108 is formed at a side of the connecting block 105, a bent portion 109 is formed at an innermost position of the connecting slot 108, and the elongated connecting bar 106 is disposed in the bent portion 109.
In a preferred embodiment of the present invention, a position of an outer surface of the steel bar connecting block 105 is provided with a limiting insertion rod 110, a position of an inner side surface of the side supporting formwork 111 is provided with a limiting clamping groove 111 which is matched with the limiting insertion rod 110, and a position of an end of the limiting insertion rod 110 is provided with a limiting clamping ball 112.
The arrangement of the limiting inserted rod facilitates the connection of the side supporting template.
The setting of spacing calorie of ball can increase the joint strength of side support template.
In a preferred embodiment of the present invention, the reinforcing bar connecting block 105 and the limiting plunger 110 are plastic members.
This device at first can utilize the steel bar connection piece to connect into steel reinforcement cage with rectangular connecting reinforcement and middle support reinforcing bar ring to utilize the spacing inserted bar of steel bar connection piece side, can be quick connect the side support template, and obtain fixedly, then will wholly carry to the foundation beam department of pouring can.
When the follow-up intensity of pouring is enough hard, under the condition that needs dismantle, because of its spacing inserted bar is the reason of working of plastics simultaneously, so only need with the help of external force with the side support template light demolish can.
The above description is only an embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that are not thought of through the inventive work should be included in the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope defined by the claims.

Claims (5)

1. The utility model provides a foundation beam pouring structure which characterized in that: template (101) is pour including foundation beam, template (101) is pour to foundation beam is including supporting reinforcement cage (102), the position department of supporting reinforcement cage (102) left and right both sides face is provided with side support template (103), side support template (103) are provided with two, two side support template (103) symmetry sets up the both sides of supporting reinforcement cage (102), supporting reinforcement cage (102) are including middle support ring reinforcement (104), middle support ring reinforcement (104) are the rectangle, the position department of four apex angles of middle support ring reinforcement (104) is provided with reinforcing bar connecting block (105), reinforcing bar connecting block (105) are located the position department of middle support ring reinforcement (104) inboard is provided with rectangular connecting reinforcement (106).
2. The foundation beam casting structure of claim 1, wherein: the position department of reinforcing bar connecting block (105) preceding, back both sides face is provided with the cooperation installation slot (107) of intermediate strut reinforcing bar ring (104), the position department that intermediate strut reinforcing bar ring (104) are located the upper left corner is provided with top connection and lower clutch, the top connection setting of intermediate strut reinforcing bar ring (104) is in the preceding terminal surface of reinforcing bar connecting block (105), the lower clutch setting of intermediate strut reinforcing bar ring (104) is in the rear end face of reinforcing bar connecting block (105).
3. The foundation beam casting structure of claim 1, wherein: the position department of reinforcing bar connecting block (105) side is provided with connecting slot (108), connecting slot (108) innermost position department has formed bent portion (109), rectangular connecting reinforcement (106) set up in bent portion (109).
4. The foundation beam casting structure of claim 1, wherein: the position department of reinforcing bar connecting block (105) surface is provided with spacing inserted bar (110), the position department of side support template (111) medial surface is provided with the cooperation spacing draw-in groove (111) of spacing inserted bar (110), the position department of spacing inserted bar (110) tip is provided with spacing calorie of ball (112).
5. The foundation beam casting structure of claim 1, wherein: the steel bar connecting block (105) and the limiting inserted rod (110) are plastic pieces.
CN202120752013.XU 2021-04-13 2021-04-13 Foundation beam pouring structure Active CN215630070U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120752013.XU CN215630070U (en) 2021-04-13 2021-04-13 Foundation beam pouring structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120752013.XU CN215630070U (en) 2021-04-13 2021-04-13 Foundation beam pouring structure

Publications (1)

Publication Number Publication Date
CN215630070U true CN215630070U (en) 2022-01-25

Family

ID=79935782

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120752013.XU Active CN215630070U (en) 2021-04-13 2021-04-13 Foundation beam pouring structure

Country Status (1)

Country Link
CN (1) CN215630070U (en)

Similar Documents

Publication Publication Date Title
CN108625486A (en) A kind of across frame structure edge support node structure of steel bar girder plate
CN211037028U (en) Steel truss and raft foundation
CN211313477U (en) Post-cast cantilever plate's triangular supports template structure
CN204456452U (en) A kind of buckling restrained brace and concrete frame beam connecting node
CN215630070U (en) Foundation beam pouring structure
CN104563304A (en) Joint for connecting buckling-restrained brace, concrete beam and concrete column
CN217923122U (en) A template braced system that is used for pier stud bent cap chamfer part to pour
CN216475804U (en) Steel bar truss floor support plate
CN217000421U (en) Steel bar truss floor support plate without dismounting bottom die
CN214302829U (en) Scaffold wall connecting piece structure of high-impermeability shear wall
CN204456451U (en) The connected node of a kind of buckling restrained brace and concrete beam and column
CN210917962U (en) Steel bar truss floor support plate framework
CN210482997U (en) Quadruple U card
CN210976584U (en) Combined type supporting template for constructional engineering
CN210086845U (en) Circular reinforcing bar beam processing frame
CN210530140U (en) Groove type component for connecting prefabricated frame floor slab reinforcing steel bars
CN216740012U (en) Concrete supporting beam
CN211524092U (en) Building templates reinforcing apparatus
CN219411410U (en) Connecting piece and assembled composite cavity module with same
CN217299493U (en) Finished product disjunctor reinforcing bar stirrup
CN212224645U (en) Prefabricated crossbeam fixed stay structure that is in milk
CN211114064U (en) Cantilever structure manufacturing assembly
CN217811934U (en) Steel reinforcement framework structure of superimposed sheet
CN203603471U (en) Combined stair step formwork supporting device for hoisting
CN218264931U (en) Novel can dismantle die block reinforced concrete rib assembled floor

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant