CN207959937U - Construct column template - Google Patents

Construct column template Download PDF

Info

Publication number
CN207959937U
CN207959937U CN201820151057.5U CN201820151057U CN207959937U CN 207959937 U CN207959937 U CN 207959937U CN 201820151057 U CN201820151057 U CN 201820151057U CN 207959937 U CN207959937 U CN 207959937U
Authority
CN
China
Prior art keywords
brick body
groove
link slot
main
main brick
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
CN201820151057.5U
Other languages
Chinese (zh)
Inventor
徐略
李东文
毛宝勇
梁广山
毛宝礼
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.)
Guangdong Liang Liang Building Engineering Co Ltd
Original Assignee
Guangdong Liang Liang Building Engineering Co 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 Guangdong Liang Liang Building Engineering Co Ltd filed Critical Guangdong Liang Liang Building Engineering Co Ltd
Priority to CN201820151057.5U priority Critical patent/CN207959937U/en
Application granted granted Critical
Publication of CN207959937U publication Critical patent/CN207959937U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a kind of construction column templates,It is related to building template field,For the problem of existing Constructional Col-umn Construction trouble,Provide following technical scheme,Including main brick body,The side setting of main brick body is fluted,The other side is detachably provided with time brick body,Side of the secondary brick body far from main brick body is provided with the tenon being clamped with groove,It is oppositely arranged to form cast chamber positioned at the groove of the main brick body of constructional column both sides,When building constructional column,The groove of two constructional columns is oppositely arranged,And then form cast chamber,Then constructional column reinforcing bar is placed in pouring into a mould chamber,Then concrete is cast in cast chamber and forms constructional column,Reduce the trouble for needing to mount and dismount template,Facilitate construction,When building by laying brick wall,When building by laying brick wall,The tenon of secondary brick body is connected in main brick body groove,And then groove is closed,Increase the intensity of main brick body,It reduces and needs additionally to bother using Concrete Filled groove,It is compact-sized,Facilitate production.

Description

Construct column template
Technical field
The utility model is related to building template fields, more specifically, it relates to a kind of construction column template.
Background technology
Brick mix structure refers to that wall, column of vertical load-carrying members etc. use brick or concrete block masonry, lateral load-bearing in building Beam, floor, roof boarding etc. use reinforced concrete structure;That is brick mix structure is with fraction armored concrete and big Part brick wall bearing construction.
For the anti-seismic performance of multilayer building masonry structure, code requirement appropriate site should be set in the masonry in house It sets reinforced column and is connect with collar tie beam, the common stability for reinforcing building, this concrete column is known as constructional column.
Traditional Constructional Col-umn Construction method is:The brick wall of constructional column both sides is laid, then uses template by brick wall thickness The cavity closing in direction, the reinforcing bar of line tying constructional column is positioned in the cavity of two side templates, and then cast-in-place constructional concrete.
This construction column method of building needs to use the hole in outside in form for seal, template during closing template Positioning and difficult to drawing, after the concrete setting of cast, need to dismantle template and carry out metope processing, to need to expend Therefore manpower and time have room for improvement.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of construction column template, there is side Just build, reduce the advantage of the trouble of installation and dismounting template.
To achieve the above object, the utility model provides following technical solution:
A kind of construction column template, including several for building by laying the main brick body of brick wall, the side of the main brick body are provided with recessed Slot, the other side are detachably provided with time brick body, and side of the secondary brick body far from the main brick body is provided with and the groove card The groove of the tenon connect, the main brick body on two brick-on-edge wall of constructional column is oppositely arranged to form cast chamber.
The groove of the main brick body of constructional column both sides is located in the position for needing build constructional column using above-mentioned technical proposal It is oppositely arranged, and then the cast chamber for forming cast concrete pours into a mould the coagulation of intracavitary by the way that concrete is cast in cast intracavitary Constructional column is formed after soil solidification, the trouble of installation and removal template is reduced, facilitates construction;Additionally by being detachably set to main brick Secondary brick body and main brick body can be separated when building by laying brick wall and tenon made to be connected in groove, to time brick by the secondary brick body on body The tenon of body fills the groove of main brick body, enhances the intensity of main brick body, reduces and needs additionally to utilize Concrete Filled groove Trouble, it is compact-sized, facilitate production.
Preferably, the first link slot is offered on the secondary brick body surface, be provided on the main brick body surface with it is described Second link slot of the first link slot connection, first link slot dock to form the first of " work " shape with second link slot Buckling groove is connected with the clamping block of " work " shape in first buckling groove.
Using above-mentioned technical proposal, by the first card that clamping block is connected in " work " shape that main brick body is formed with time brick body In access slot, to which main brick body to be connect with time brick body, when needing to detach secondary brick body with main brick body, clamping block is separated first Buckling groove, the dismounting of convenient brick body is simple in structure, easy to use.
Preferably, the main brick body, which is located on the side of the groove, is provided with third link slot, on the tenon The 4th link slot being connected to the third link slot is offered, the third link slot docks to be formed with the 4th link slot Second buckling groove for clamping block clamping of " work " shape.
Using above-mentioned technical proposal, when building by laying brick wall, clamping block and the first buckling groove are detached from, so by secondary brick body with Tenon, is then connected in groove and the 4th link slot is made to dock to form the second clamping with third link slot by main brick body separation Slot, and then clamping block is connected in the second buckling groove and fixes main brick body and time brick body again, enhances main brick body and time brick body Bonding strength, it is simple in structure.
Preferably, which further includes the reinforcing bar retainer plate being clamped with groove, is fixed on the reinforcing bar retainer plate There is the snap ring being clamped with constructional column reinforcing bar.
Construction is increased by the way that constructional column reinforcing bar to be connected on the snap ring in reinforcing bar retainer plate using above-mentioned technical proposal The stability of column reinforcing bar reduces constructional column reinforcing bar and inclines under the impact of concrete when pouring into a mould concrete to cast intracavitary Tiltedly, be conducive to keep constructional column reinforcing bar to be vertical state.
Preferably, the reinforcing bar retainer plate includes the first fixed lobes and the second fixed lobes symmetrically divided equally, and described first Fixed lobes are connected in the groove of the main brick body in constructional column side, and second fixed lobes are connected in the constructional column other side In the groove of main brick body.
It,, can be by structure after the completion of the main brick body of constructional column both sides is built by laying when building constructional column using above-mentioned technical proposal Make column tie up it is integral after be placed into cast chamber, and then the first fixed lobes are connected in the groove of the main brick body of constructional column side In, the second fixed lobes be connected in the groove of the main brick body in the constructional column other side, and then snap ring and constructional column reinforcing bar made to be clamped, to Constructional column reinforcing bar and the main brick body of constructional column both sides are fixed;It will can disposably be placed into cast chamber after constructional column binding reinforcing bars In, construction efficiency is on the one hand improved, construction is facilitated;On the other hand the structural strength of constructional column is further increased.
Preferably, it is equipped on the snap ring and the fixed threaded fasteners of reinforcing bar retainer plate.
Using above-mentioned technical proposal, snap ring is threadably secured part and is fixed with reinforcing bar retainer plate, then can be according to constructional column The quantity of reinforcing bar installs snap ring, easy to use.
Preferably, the main brick body, which is located on the end face of setting groove side, is provided with storage mud groove, the constructional column both sides Main brick body storage mud groove be spliced to form store mud chamber.
Using above-mentioned technical proposal, mud groove is stored by being set in main brick body, when pouring into a mould concrete to cast intracavitary, from The concrete leaked in the connection gap of the main brick body of constructional column both sides can enter to store to be collected in mud chamber, and then reduces coagulation Soil is directly leaked out from the connection gap of the main brick body of constructional column both sides outside brick wall, reduces the trouble of cleaning.
Preferably, the clamping bump for being provided in the secondary brick body and storing mud groove clamping.
Using above-mentioned technical proposal, when by the tenon and groove of secondary brick body, clamping bump with store mud groove clamping, and then will store Mud groove is closed, and the intensity of main brick body is enhanced, and in addition can enhance the bonding strength of time brick body and main brick body.
In conclusion the utility model has the advantages that:
1. when building constructional column, the groove of two constructional columns is oppositely arranged, and then forms cast chamber, is then being poured into a mould Constructional column reinforcing bar is placed in chamber, and then concrete is cast in cast chamber and forms constructional column, reduces and needs to mount and dismount The trouble of template facilitates construction, is clamped tenon when building by laying brick wall by the secondary brick body being detachably set in main brick body In groove, so the intensity that main brick body in groove, will be increased, it reduces and needs additionally to bother using Concrete Filled groove, knot Structure is compact, facilitates production;
2. by the way that reinforcing bar retainer plate is arranged, enhancing is positioned over the stability of the constructional column reinforcing bar in cast chamber, to cast When intracavitary pours into a mould concrete, the run-off the straight under the impact of concrete of constructional column reinforcing bar is reduced.
Description of the drawings
Fig. 1 is the exploded perspective view of the utility model embodiment;
Fig. 2 is the structural schematic diagram of the utility model embodiment;
Fig. 3 is the enlarged drawing in the portions A in Fig. 1.
In figure:1, main brick body;11, groove;111, chamber is poured into a mould;12, the first link slot;13, third link slot;14, mud is stored Slot;141, mud chamber is stored;2, secondary brick body;21, tenon;211, the 4th link slot;22, the second link slot;23, clamping bump;3, structure Make column reinforcing bar;4, reinforcing bar retainer plate;41, the first fixed lobes;42, the second fixed lobes;43, snap ring;44, threaded fasteners;5, block Connect block.
Specific implementation mode
With reference to the accompanying drawings and embodiments, the utility model is described in detail.
A kind of construction column template, referring to Fig. 2 and Fig. 3, including main brick body 1, main brick body 1 is rectangular-shape, 1 edge of main brick body One end setting fluted 11 of length direction, in the present embodiment, groove 11 is semicircular arc;The construction column template further includes removable It unloads and is connected to secondary brick body 2 of the main brick body 1 far from 11 one end of groove, the tenon being engaged by clamping with groove 11 is provided in secondary brick body 2 21;The groove 11 of two main brick bodies 1 is close to form the cast chamber 111 for being used to form constructional column in opposite directions, which also wraps Include the reinforcing bar retainer plate 4 for being set to and being clamped with constructional column reinforcing bar 3 in cast chamber 111.
Referring to Fig. 1, the first link slot 12 is offered on the surface of main brick body 1, secondary brick body 2 is provided with and the first link slot 12 Second link slot 22 of connection, the first link slot 12 dock the first buckling groove of formation " work " shape with the second link slot 22(In figure It does not mark), the clamping block 5 with matched " work " shape of the first buckling groove is connected in the first buckling groove.
Referring to Fig. 1, main brick body 1 is provided with third link slot 13 on the surface of groove 11, be provided on tenon 21 with The 4th link slot 211 that third link slot 13 is connected to, tenon 21 are connected in groove 11, third link slot 13 and the 4th link slot 211 docking form second buckling groove consistent with the first clamping groove shape(It is not marked in figure);Referring to Fig. 1 and Fig. 2, work as tenon 21 when being connected in groove 11, and clamping block 5 is connected in the second buckling groove, and then secondary brick body 2 and main brick body 1 is fixed and will Groove 11 is closed, and is made main brick body 1 at complete cuboid, is conveniently built by laying brick wall, enhances the structural strength of main brick body 1.
It is located at referring to Fig. 1, in main brick body 1 on the end face of 11 one end of setting groove and offers the storage mud groove that section is semicircle shape 14;Referring to Fig. 2 and Fig. 3, when two main brick bodies 1 that groove 11 is oppositely arranged are docked, the storage mud groove 14 in two main brick bodies 1 is right It connects to be formed and stores mud chamber 141.
Referring to Fig. 1 and Fig. 2, be provided in secondary brick body 2 with store mud groove 14 be clamped clamping bump 23, clamping bump 23 with The direction of tenon 21 is consistent, and when tenon 21 is connected in groove 11, clamping bump 23, which is connected in store in mud groove 14, will store mud groove 14 closings.
Referring to Fig. 1, Fig. 2 and Fig. 3, reinforcing bar retainer plate 4 includes that first divided equally along its wherein diameter symmetry is fixed The groove 11 of valve 41 and the second fixed lobes 42, the first fixed lobes 41 and the main brick body 1 positioned at constructional column side is clamped, and second is solid Determine valve 42 and the groove 11 of the main brick body 1 positioned at the constructional column other side is clamped, in the first fixed lobes 41 and the second fixed lobes 42 It is fixedly installed the snap ring 43 being clamped with constructional column reinforcing bar 3, is equipped on snap ring 43 and the first fixed lobes 41 or the second fixed lobes The threaded fasteners 44 of 42 connections, in the present embodiment, threaded fasteners 44 are screw, and then can be according to the number of constructional column reinforcing bar 3 Measure the quantity of unrestricted choice snap ring 43, strong applicability.
The use process and principle of the utility model embodiment:
When building by laying brick wall using construction column template, the tenon 21 of secondary brick body 2 is connected in groove 11 and third is made to connect Slot 13 docked with the 4th link slot 211 formed the second buckling groove, and then by clamping block 5 clamping with the second buckling groove in, to time Brick body 2 closes the groove 11 of main brick body 1, and in addition clamping bump 23, which is connected in, stores in mud groove 14, makes main brick body 1 at complete long Cube, enhances the structural strength of main brick body 1 and reduction needs the trouble for filling groove 11 using concrete, facilitates construction.
It is the groove 11 of two construction column templates is opposite and offset in the position for needing to build constructional column, and then two structures The docking of groove 11 for making column template forms cast chamber 111, and then the constructional column reinforcing bar 3 tied up is placed into cast chamber 111, Then the first fixed lobes 41 and the second fixed lobes 42 are placed into cast chamber 111 and are spliced to form complete reinforcing bar retainer plate 4 simultaneously Snap ring 43 is set to be clamped with constructional column, then concrete perfusion is filled chamber 111 is poured into a mould into cast chamber 111, to chamber to be cast Constructional column is formed after concrete coagulation in 111, reduces the trouble for needing to mount and dismount template, it is easy to use.
The above is only the preferred embodiment of the utility model, and the scope of protection of the utility model is not limited merely to Above-described embodiment, technical solution belonging to the idea of the present invention belong to the scope of protection of the utility model.It should refer to Go out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.

Claims (8)

1. a kind of construction column template, including several main brick bodies (1) for building by laying brick wall, it is characterized in that:The main brick body (1) Fluted (11) are arranged in side, and the other side is detachably provided with time brick body (2), and the secondary brick body (2) is far from the main brick body (1) Side be provided with the tenon (21) being clamped with the groove (11), be located at two brick-on-edge wall of constructional column on the main brick body (1) Groove (11) be oppositely arranged to be formed cast chamber (111).
2. construction column template according to claim 1, it is characterized in that:The first company is offered on secondary brick body (2) surface Access slot (12) is provided with the second link slot (22) being connected to first link slot (12), institute on main brick body (1) surface State the first buckling groove that the first link slot (12) docks formation " work " shape with second link slot (22), first buckling groove Inside it is connected with the clamping block (5) of " work " shape.
3. construction column template according to claim 2, it is characterized in that:The main brick body (1) is located at close to the groove (11) it is provided with third link slot (13) on side, offers on the tenon (21) and is connected to the third link slot (13) The 4th link slot (211), the third link slot (13) docked with the 4th link slot (211) formation " work " shape for institute State the second buckling groove of clamping block (5) clamping.
4. construction column template according to claim 1, it is characterized in that:The construction column template further includes being clamped with groove (11) Reinforcing bar retainer plate (4), be fixed with the snap ring (43) being clamped with constructional column reinforcing bar (3) on the reinforcing bar retainer plate (4).
5. construction column template according to claim 4, it is characterized in that:The reinforcing bar retainer plate (4) includes symmetrically dividing equally First fixed lobes (41) and the second fixed lobes (42), first fixed lobes (41) are connected in the main brick body in constructional column side (1) in groove (11), second fixed lobes (42) are connected in the groove (11) of the main brick body in the constructional column other side (1) In.
6. construction column template according to claim 4, it is characterized in that:It is equipped with and reinforcing bar retainer plate on the snap ring (43) (4) fixed threaded fasteners (44).
7. construction column template according to claim 1, it is characterized in that:The main brick body (1) is located at setting groove (11) one It is provided on the end face of side and stores mud groove (14), the storage mud groove (14) of the main brick body (1) of the constructional column both sides is spliced to form storage mud Chamber (141).
8. construction column template according to claim 7, it is characterized in that:It is provided on the secondary brick body (2) and stores mud groove (14) clamping bump (23) being clamped.
CN201820151057.5U 2018-01-29 2018-01-29 Construct column template Active CN207959937U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820151057.5U CN207959937U (en) 2018-01-29 2018-01-29 Construct column template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820151057.5U CN207959937U (en) 2018-01-29 2018-01-29 Construct column template

Publications (1)

Publication Number Publication Date
CN207959937U true CN207959937U (en) 2018-10-12

Family

ID=63735965

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820151057.5U Active CN207959937U (en) 2018-01-29 2018-01-29 Construct column template

Country Status (1)

Country Link
CN (1) CN207959937U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110904297A (en) * 2019-12-28 2020-03-24 江苏盛耐新材料有限公司 Multi-layer spliced blast furnace water outlet brick
CN113916004A (en) * 2021-11-10 2022-01-11 安徽瑞泰新材料科技有限公司 Refractory brick connecting structure of integrated kiln body

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110904297A (en) * 2019-12-28 2020-03-24 江苏盛耐新材料有限公司 Multi-layer spliced blast furnace water outlet brick
CN113916004A (en) * 2021-11-10 2022-01-11 安徽瑞泰新材料科技有限公司 Refractory brick connecting structure of integrated kiln body

Similar Documents

Publication Publication Date Title
KR101193895B1 (en) Structure of sandwich pannel with precast concrete and cast in place concrete
CN101041980B (en) Lightweight plaster wall and integral pouring procedure thereof
CN104594500B (en) Integrated slab column formwork structure system and construction method
CN209228042U (en) A kind of corner constructional column erecting device
CN207959937U (en) Construct column template
CN103469825A (en) Prefabricated water-resistant post-pouring belt formwork and installation method
CN106113230B (en) The non-type prefabricated for bench, template system and its construction method can be had enough to meet the need
ITFI20100214A1 (en) CASSERO TO LOSE ASSEMBLY WITH WHICH MODULAR FORMWORKS FOR BUILDING CONCRETE FOUNDATIONS FORM
CN104790436A (en) High-rise building basement roof settlement post-pouring joint advanced water stop construction method
CN107237448B (en) The prefabricated interior fill concrete wallboard of one kind and its manufacturing method
KR0178708B1 (en) Manufacturing method of concrete block by using native rock
CN107761759A (en) A kind of L-type concrete guard wall
CN218091465U (en) Assembled non-bearing masonry wall structure
CN205840082U (en) A kind of BRT Lightweight core mould close rib composite floor structure
CN211922151U (en) Connection structure of crashproof kerbstone and lane board in shield tunnel
CN205400094U (en) Pothook formula ligature device of glomeration mode hoist and mount building block brickwork wall piece
CN211774798U (en) Wall body corner constructional column exempts from formwork structure
CN211774796U (en) Cross wall connection department constructional column exempts from formwork structure
CN207812999U (en) Digital alloy steel framework plastic formwork
CN101240569A (en) In-situ integrated placing construction method for aerated concrete wall
CN109853848A (en) The connection structure of prefabricated column
CN211950113U (en) Windowsill coping prefabricated section that stability is high
CN205975670U (en) Double-sided prefabricated hollow core filling wall structure
CN206428882U (en) A kind of external wall structure
CN110185170A (en) A kind of wall modular tile

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: Method for installing constructional column formwork

Effective date of registration: 20191030

Granted publication date: 20181012

Pledgee: China Construction Bank Co.,Ltd. Guangzhou Haizhu Branch

Pledgor: GUANGDONG LIANG LIANG CONSTRUCTION ENGINEERING CO.,LTD.

Registration number: Y2019440000157

PC01 Cancellation of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20230310

Granted publication date: 20181012

Pledgee: China Construction Bank Co.,Ltd. Guangzhou Haizhu Branch

Pledgor: GUANGDONG LIANG LIANG CONSTRUCTION ENGINEERING CO.,LTD.

Registration number: Y2019440000157

PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: Construct column templates

Granted publication date: 20181012

Pledgee: China Construction Bank Co.,Ltd. Guangzhou Haizhu Branch

Pledgor: GUANGDONG LIANG LIANG CONSTRUCTION ENGINEERING CO.,LTD.

Registration number: Y2024980010475