CN109537877A - Packet bracing means and reinforcement means under exterior wall horizontal construction joint template - Google Patents

Packet bracing means and reinforcement means under exterior wall horizontal construction joint template Download PDF

Info

Publication number
CN109537877A
CN109537877A CN201811254374.0A CN201811254374A CN109537877A CN 109537877 A CN109537877 A CN 109537877A CN 201811254374 A CN201811254374 A CN 201811254374A CN 109537877 A CN109537877 A CN 109537877A
Authority
CN
China
Prior art keywords
template
exterior wall
construction joint
carriage assembly
fixed frame
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.)
Pending
Application number
CN201811254374.0A
Other languages
Chinese (zh)
Inventor
刘明浩
赵旭
宋长洪
章家奇
司朋
王枫
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.)
China Construction Eighth Engineering Division Co Ltd
Original Assignee
China Construction Eighth Engineering Division 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 China Construction Eighth Engineering Division Co Ltd filed Critical China Construction Eighth Engineering Division Co Ltd
Priority to CN201811254374.0A priority Critical patent/CN109537877A/en
Publication of CN109537877A publication Critical patent/CN109537877A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring

Abstract

The invention discloses packet bracing means and reinforcement means under a kind of exterior wall horizontal construction joint template, device includes carriage assembly, the Screw arbor with nut at both-ends component for being fixed on the carriage assembly on original concrete exterior wall, and the carriage assembly can be connected to and press to spinning upside down and by compression bar the overturning fixed frame of construction joint formwork, the top of the carriage assembly is equipped with the collet shelved for construction joint formwork, and the compression bar is removably attachable to the Screw arbor with nut at both-ends component.The present invention has easy to make, convenient construction, can repeatedly be used in turn, and the features such as Maintenance free, can efficiently solve the defects of leading to the problem of faulting of slab ends, honeycomb, pitted skin after concrete formation, improve concrete structure outer Forming Quality.

Description

Packet bracing means and reinforcement means under exterior wall horizontal construction joint template
Technical field
The present invention relates to packet bracing means under technical field of building construction more particularly to a kind of exterior wall horizontal construction joint template And reinforcement means.
Background technique
In recent years, the fast development of building trade, as the demand of owner improves, construction quality is promoted to unprecedented Highly, especially concrete works Forming Quality is increasingly by the concern of owner, each owner's unit carry out successively the work of actual measurement actual quantities, Third party checks work etc., and for a main structure, the first impression to inspection group is structure outer concrete formation Quality, most important a part is the concrete formation quality at exterior wall horizontal construction joint position in exterior wall apparent mass, and shows In work progress, exterior wall horizontal construction joint position often occur rising mould, spillage, template is slid downwards, leads to concrete formation The defects of generating faulting of slab ends, honeycomb, pitted skin afterwards.
Summary of the invention
It is an object of the invention to overcome the deficiencies of existing technologies, provide under a kind of exterior wall horizontal construction joint template packet plus Be fixedly mounted with and set and reinforcement means, can with reinforcing template, avoid installing due to template to a certain extent it is insecure caused by exterior wall water Flat construction joint position occur rising mould, spillage, template slides downwards.
To achieve the above object, first aspect present invention provides packet under a kind of exterior wall horizontal construction joint template and reinforces dress It sets comprising carriage assembly, the Screw arbor with nut at both-ends component for being fixed on the carriage assembly on original concrete exterior wall, and The carriage assembly can be connected to and press to spinning upside down and by compression bar the overturning fixed frame of template to be installed, the bracket The top of component is equipped with the collet shelved for template, and the compression bar is removably attachable to the Screw arbor with nut at both-ends component.
It further include fastening flitch under exterior wall horizontal construction joint template of the present invention in some embodiments of packet bracing means, The fastening flitch is located on the collet and wedging is between the template and the overturning fixed frame.
Under exterior wall horizontal construction joint template of the present invention in some embodiments of packet bracing means, the carriage assembly includes For connect Screw arbor with nut at both-ends component and fit in original concrete exterior wall by wall bracket, the collet is fixed on described by wall branch The top of frame is simultaneously located at the side backwards to original concrete exterior wall by wall bracket.
Under exterior wall horizontal construction joint template of the present invention in some embodiments of packet bracing means, the bottom of the carriage assembly Portion is equipped with to the connecting rod being obliquely installed on the outside of original concrete exterior wall, and the bottom of the overturning fixed frame passes through horizontal bull stick It is rotationally connected with the outer end of the connecting rod.
Under exterior wall horizontal construction joint template of the present invention in some embodiments of packet bracing means, the overturning fixed frame is U-shaped pipe support, the both ends of the open side of the U-shaped pipe support are equipped with the bull stick hole for connecting horizontal bull stick, the U-shaped pipe The space passed through for the collet is formed in the middle part of frame.
Under exterior wall horizontal construction joint template of the present invention in some embodiments of packet bracing means, the Screw arbor with nut at both-ends component Including screw rod through walls, the first connector, the second connector and third connector are screwed on the screw rod through walls.
Under exterior wall horizontal construction joint template of the present invention in some embodiments of packet bracing means, the compression bar, which is equipped with, to be supplied The connecting hole that the screw rod through walls is worn.
The second aspect of the present invention provides packet reinforcement means under a kind of exterior wall horizontal construction joint template comprising step:
One carriage assembly is provided, and the carriage assembly is fixed on original concrete exterior wall using Screw arbor with nut at both-ends component On, the top of the carriage assembly is equipped with collet, and the bottom of the carriage assembly can be connected with an overturning and fix with spinning upside down Frame;
The bottom of template is held on collet by installation template;
It is flipped up the overturning fixed frame, the overturning fixed frame is made to press to the template;
One compression bar is provided, the compression bar is connected to the Screw arbor with nut at both-ends, the compression bar pressure is set to the overturning fixed frame Outside and the overturning fixed frame applied press to the lateral pressure of the template, described in the fixed overturning fixed frame is pressed in The outside of template.
Under exterior wall horizontal construction joint template of the present invention in some embodiments of packet reinforcement means, the template is being installed When, further include on the supporting plate, the outside of the template setting fastening flitch;
Also, when the overturning fixed frame is pressed in the outside of the template, the fastening flitch wedging is turned in described Turn between fixed frame and the template.
The present invention due to the adoption of the above technical scheme, make it have it is following the utility model has the advantages that
In original outer wall template reinforcement system, packet bracing means under template is set, packet bracing means passes through under template Carriage assembly is attached with original concrete exterior wall, holds template from template bottom, guarantees that outer wall template will not generate downwards Sliding.Setting overturning fixed frame on the outside of packet bracing means under template, overturning fixed frame can relative to above and below carriage assembly at 180 ° Rotation.In reinforcing process, overturning fixed frame pushes down the secondary joist flitch of template lower cover portion position, power is transmitted to flitch, flitch again will Power is transmitted to template to resist the lateral pressure generated in concreting process.So that it is guaranteed that template proximate is in outside original concrete Wall, template, which will not generate, in concreting process expands outwardly, and exterior wall horizontal construction joint seam areas is not in rise mould, leakage Slurry, template phenomena such as sliding downwards solve the problems, such as the defects of easily forming faulting of slab ends, honeycomb, pitted skin after concrete formation.
Detailed description of the invention
To describe the technical solutions in the embodiments of the present invention more clearly, make required in being described below to embodiment Attached drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for For those of ordinary skill in the art, without creative efforts, it can also be obtained according to these attached drawings other Attached drawing.
Fig. 1 is the positive structure schematic of packet bracing means under exterior wall horizontal construction joint template in the embodiment of the present invention.
Fig. 2 is the side structure schematic diagram of packet bracing means under exterior wall horizontal construction joint template in the embodiment of the present invention.
Specific embodiment
Illustrate embodiments of the present invention below by way of specific specific example, those skilled in the art can be by this specification Other advantages and efficacy of the present invention can be easily understood for disclosed content.The present invention can also pass through in addition different specific realities The mode of applying is embodied or practiced, the various details in this specification can also based on different viewpoints and application, without departing from Various modifications or alterations are carried out under spirit of the invention.
It is next in the following with reference to the drawings and specific embodiments that the present invention will be further described in detail.
It is wrapped under exterior wall horizontal construction joint template firstly, being shown refering to fig. 1 and shown in Fig. 2, in figure in the embodiment of the present invention The front (Fig. 1) of bracing means and side (Fig. 2) structure.
The embodiment of the present invention provides a kind of controllable exterior wall horizontal construction joint position and occurs rising mould, spillage, template to downslide Packet bracing means under the template of shifting.It specifically includes that a carriage assembly 11, a pair of of drawing screw arbor assembly 12, one overturn fixed frame 13 An and compression bar 14.It is reinforced for carrying out lower packet to the template at concrete exterior wall horizontal construction joint.
Wherein, the top of carriage assembly 11 is provided with a collet 111, and collet 111 is used to support top template to be installed 20, carriage assembly 11 is fixed on original concrete exterior wall 30 by Screw arbor with nut at both-ends component 12, and carriage assembly 11 can guarantee template 20 will not generate downward sliding.
Screw arbor with nut at both-ends component 12 is mainly by screw rod 120 through walls and the first connector being screwed together on the screw rod 120 through walls 121, the second connector 122 and third connector 123 are constituted, wherein screw rod 120 through walls passes through outside original concrete when in use At the top of wall 20 reserve hole in, the first connector 121, the second connector 122 and third connector 123 can be used nut, The combination of gasket, the first connector 121 are located at the inside of original concrete exterior wall 20, the second connector 122 and third connector 123 are located at the outside of original concrete exterior wall 20, also, the second connector 122 is located at the first connector 121 and third connector Between 123.Wherein, the first connector 121 and the second connector 122 are for cooperating screw rod 120 through walls to connect carriage assembly 20 Be fixed on original concrete exterior wall 20, third connector 123 for cooperate screw rod 120 through walls be connected and fixed compression bar 14 (under Text has a detailed description)
Overturning fixed frame 13 can be connected to the bottom of the carriage assembly 11 with spinning upside down, also, will overturn fixation When frame 13 is flipped up and is labelled to the outside of template 20 to be installed, the outside of overturning fixed frame 13 is pressed on using compression bar 14 and is incited somebody to action Overturning fixed frame 13 is firmly pressed on the bottom outside of template 20, applies lateral pressure to template 20.Connection is opened up on compression bar 14 Hole is worn for screw rod through walls, and is tightened against on the screw rod through walls 120 in 14 outside of compression bar by third connector 123, by compression bar 14 are located on screw rod 120 through walls.
Preferably, packet bracing means further includes fastening flitch 15 under the exterior wall horizontal construction joint template of the embodiment of the present invention, The fastening flitch 15 is located on collet 111 and wedging is between template 20 and overturning fixed frame 13.In the future using fastening flitch 15 It is more uniformly applied to template 20 from the lateral pressure of compression bar and overturning fixed frame, which also can be 20 back side of template Included secondary joist flitch.
Further, as depicted in figs. 1 and 2, carriage assembly 11 includes for connecting Screw arbor with nut at both-ends component 12 and fitting in Original concrete exterior wall 30 leans on wall bracket, and collet 111 is fixed on the top for leaning on wall bracket and is located at by wall bracket backwards The side of original concrete exterior wall 30.This has two parallel fixed links 112 to constitute by wall bracket, and two fixed links 112 are vertical Be arranged and be located at the left and right sides of screw rod 120 through walls, screw rod 120 through walls after across two fixed links 112, by The nut and gasket of second connector 122 lock two fixed links 112 from outside, and gasket is pressed on two fixed links Outside, nut are tightened and are compacted at the outside of gasket.
The bottom of carriage assembly 11 is equipped with the connecting rod 113 being obliquely installed to the outside of original concrete exterior wall 30, overturning The bottom of fixed frame 13 is rotationally connected with the outer end of connecting rod 113 by horizontal bull stick 131, is inclined outwardly using connecting rod 113, So that overturning fixed frame 13 gives the space template Xia Bao apart from original concrete exterior wall certain distance.
Preferably, overturning fixed frame 13 is U-shaped pipe support, and the both ends of the open side of U-shaped pipe support are equipped with for connecting water The bull stick hole of flat turn bar 131 is formed with the space passed through for the collet 111 of carriage assembly 11 in the middle part of U-shaped pipe support.
Packet bracing means under template is arranged in original outer wall template reinforcement system in the present invention, and packet reinforces dress under template It sets and is attached by carriage assembly and original concrete exterior wall, hold template from template bottom, guarantee that outer wall template will not produce Raw sliding downwards.Setting overturning fixed frame on the outside of packet bracing means under template, overturning fixed frame can be relative to carriage assembly above and below It is rotated at 180 °.In reinforcing process, overturning fixed frame pushes down the secondary joist flitch of template lower cover portion position, power is transmitted to flitch, wood Power is transmitted to template again to resist the lateral pressure generated in concreting process by side.So that it is guaranteed that template proximate is in original coagulation Native exterior wall, template, which will not generate, in concreting process expands outwardly, and exterior wall horizontal construction joint seam areas is not in rise Phenomena such as mould, spillage, template slide downwards solves the problems, such as the defects of easily forming faulting of slab ends, honeycomb, pitted skin after concrete formation.
Packet bracing means progress exterior wall level is applied under the exterior wall horizontal construction joint template using the embodiments of the present invention Under work slit die plate when packet strengthening construction, key step is as follows:
Step 1: carriage assembly 11 is connected using its fixed link 112, screw rod through walls 120, the first connector 121 and second Fitting 122 is fixed on original concrete exterior wall 30.
Specifically:
1. screw rod 120 through walls is passed through from the prepared screw-bolt hole in original concrete exterior wall 30;
2. two fixed links 112 are placed on 120 two sides of screw rod through walls, while guaranteeing that collet 111 is provided with and extending to outside The supporting surface of certain distance outside wall horizontal construction joint position, gives the space template Xia Bao;
3. the gasket of the first connector 121 and the second connector 122 is penetrated in screw rod 120 through walls, it is tightly attached to original respectively There are concrete exterior wall and fixed link 112;
4. the nut of the first connector 121 and the second connector 122 is screwed to respectively at original concrete exterior wall two sides Pad site tightens fixation, guarantees that position and rotation do not occur for fixed link and collet.
Step 2: packet template construction under exterior wall horizontal construction joint position.
1. by the original concrete exterior wall of the lower packet of template 20 and being placed on collet 111;
2. fastening flitch 15 is placed on collet 111;
3. upper mould carries out conventional reinforcing;
Step 3: reinforcing lower packet template, it is ensured that template is combined closely with original concrete exterior wall.
1. will overturning fixed frame 13 using the connecting rod 113 of horizontal bull stick 131 and carriage assembly bottom connect into one it is whole Body, while 13 upward 180 ° of part turnover fixed frame being rotated;
2. overturning fixed frame 13 is depressed into fastening 15 side of flitch;
3. compression bar 14 is laterally penetrated in screw rod 120 through walls;
4. the nut of third connector 123 is screwed to compression bar 14, while firmly tightening, the lashing force that nut is generated passes Compression bar 14 is passed, the pressure that compression bar 14 is born passes to overturning fixed frame 13, and the pressure that overturning fixed frame 13 is born passes to tightly Gu flitch 15, the pressure that fastening flitch 15 is born passes to template 20, to ensure that template proximate in original concrete exterior wall; Nut must be tightened with torque wrench, for resisting the lateral pressure generated in concreting process to template.
By embodiment of above can guarantee exterior wall horizontal construction joint seam areas do not occur rising mould, spillage, template to Phenomena such as lower sliding.And the device is easy to make, convenient construction, dismounting is convenient, can repeatedly be used in turn, thus effectively It solves the problems, such as the defects of being also easy to produce faulting of slab ends, honeycomb, pitted skin after the concrete formation of exterior wall horizontal construction joint position, improves coagulation Soil structure exterior wall Forming Quality.
It should be noted that this specification structure depicted in this specification institute accompanying drawings, ratio, size etc., only to cooperate The bright revealed content of book is not intended to limit the invention enforceable limit so that those skilled in the art understands and reads Fixed condition, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size, not It influences still fall in disclosed technology contents under the effect of present invention can be generated and the purpose that can reach and obtain In the range of capable of covering.Meanwhile it is cited such as "upper", "lower", "left", "right", " centre " and " one " in this specification Term is merely convenient to being illustrated for narration, rather than to limit the scope of the invention, the change of relativeness or tune It is whole, under the content of no substantial changes in technology, when being also considered as the enforceable scope of the present invention.
The above is only presently preferred embodiments of the present invention, not does limitation in any form to the present invention, though So the present invention has been disclosed as a preferred embodiment, and however, it is not intended to limit the invention, any technology people for being familiar with this profession Member, in the range of not departing from technical solution of the present invention, when the technology contents using the disclosure above make a little change or repair Decorations are the equivalent embodiment of equivalent variations, but anything that does not depart from the technical scheme of the invention content, technology according to the present invention are real Matter any simple modification, equivalent change and modification to the above embodiments, still fall within the range of technical solution of the present invention It is interior.

Claims (9)

1. packet bracing means under a kind of exterior wall horizontal construction joint template, it is characterised in that: including carriage assembly, be used for the support Frame component is fixed on the Screw arbor with nut at both-ends component on original concrete exterior wall, and can be connected to the carriage assembly with spinning upside down And the overturning fixed frame of template to be installed is pressed to by compression bar, the top of the carriage assembly is equipped with the bottom shelved for template Support, the compression bar are removably attachable to the Screw arbor with nut at both-ends component.
2. packet bracing means under exterior wall horizontal construction joint template as described in claim 1, it is characterised in that: further include fastening wood Side, the fastening flitch is located on the collet and wedging is between the template and the overturning fixed frame.
3. packet bracing means under exterior wall horizontal construction joint template as described in claim 1, it is characterised in that: the carriage assembly Including for connect Screw arbor with nut at both-ends component and fit in original concrete exterior wall by wall bracket, the collet is fixed on described lean on The top of wall bracket is simultaneously located at the side backwards to original concrete exterior wall by wall bracket.
4. packet bracing means under exterior wall horizontal construction joint template as described in claim 1, it is characterised in that: the carriage assembly Bottom be equipped with to the connecting rod being obliquely installed on the outside of original concrete exterior wall, the bottom of the overturning fixed frame passes through level Bar rotation is connected to the outer end of the connecting rod.
5. packet bracing means under exterior wall horizontal construction joint template as claimed in claim 4, it is characterised in that: the overturning is fixed Frame is U-shaped pipe support, and the both ends of the open side of the U-shaped pipe support are equipped with the bull stick hole for connecting horizontal bull stick, the U-shaped The space passed through for the collet is formed in the middle part of type pipe support.
6. packet bracing means under exterior wall horizontal construction joint template as described in claim 1, it is characterised in that: the Screw arbor with nut at both-ends Component includes screw rod through walls, and the first connector, the second connector and third connector are screwed on the screw rod through walls.
7. packet bracing means under exterior wall horizontal construction joint template as claimed in claim 6, it is characterised in that: set on the compression bar There is the connecting hole worn for the screw rod through walls.
8. packet reinforcement means under a kind of exterior wall horizontal construction joint template, which is characterized in that comprising steps of
One carriage assembly is provided, and the carriage assembly is fixed on original concrete exterior wall using Screw arbor with nut at both-ends component, institute The top for stating carriage assembly is equipped with collet, and the bottom of the carriage assembly can be connected with an overturning fixed frame with spinning upside down;
The bottom of template is held on collet by installation template;
It is flipped up the overturning fixed frame, the overturning fixed frame is made to press to the template;
One compression bar is provided, the compression bar is connected to the Screw arbor with nut at both-ends, the compression bar pressure is set to the outer of the overturning fixed frame Side simultaneously applies the lateral pressure for pressing to the template to the overturning fixed frame, and the fixed overturning fixed frame is pressed in the template Outside.
9. packet reinforcement means under exterior wall horizontal construction joint template as claimed in claim 8, it is characterised in that: installing the mould When plate, further include on the supporting plate, the outside of the template setting fastening flitch;
Also, when the overturning fixed frame is pressed in the outside of the template, the fastening flitch wedging is solid in the overturning Determine between frame and the template.
CN201811254374.0A 2018-10-26 2018-10-26 Packet bracing means and reinforcement means under exterior wall horizontal construction joint template Pending CN109537877A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811254374.0A CN109537877A (en) 2018-10-26 2018-10-26 Packet bracing means and reinforcement means under exterior wall horizontal construction joint template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811254374.0A CN109537877A (en) 2018-10-26 2018-10-26 Packet bracing means and reinforcement means under exterior wall horizontal construction joint template

Publications (1)

Publication Number Publication Date
CN109537877A true CN109537877A (en) 2019-03-29

Family

ID=65845203

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811254374.0A Pending CN109537877A (en) 2018-10-26 2018-10-26 Packet bracing means and reinforcement means under exterior wall horizontal construction joint template

Country Status (1)

Country Link
CN (1) CN109537877A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203701597U (en) * 2014-01-23 2014-07-09 焦作建工集团有限公司 Outer wall formwork supporting and bearing device
CN204826613U (en) * 2015-07-30 2015-12-02 中国建筑第二工程局有限公司 Be used for reinforced (rfd) lock foot ware of outer wall template root
CN106150093A (en) * 2016-08-25 2016-11-23 中交第四公路工程局有限公司 A kind of shear wall outer wall template bracket
CN106968434A (en) * 2017-04-07 2017-07-21 中建四局第三建筑工程有限公司 A kind of template bottom reinforcement means and its reinforcing device of use
CN206477581U (en) * 2017-01-16 2017-09-08 中国建筑第八工程局有限公司 Formwork reinforcement corner key
CN206616862U (en) * 2017-04-13 2017-11-07 青岛一建集团有限公司 Formwork root bracing means

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203701597U (en) * 2014-01-23 2014-07-09 焦作建工集团有限公司 Outer wall formwork supporting and bearing device
CN204826613U (en) * 2015-07-30 2015-12-02 中国建筑第二工程局有限公司 Be used for reinforced (rfd) lock foot ware of outer wall template root
CN106150093A (en) * 2016-08-25 2016-11-23 中交第四公路工程局有限公司 A kind of shear wall outer wall template bracket
CN206477581U (en) * 2017-01-16 2017-09-08 中国建筑第八工程局有限公司 Formwork reinforcement corner key
CN106968434A (en) * 2017-04-07 2017-07-21 中建四局第三建筑工程有限公司 A kind of template bottom reinforcement means and its reinforcing device of use
CN206616862U (en) * 2017-04-13 2017-11-07 青岛一建集团有限公司 Formwork root bracing means

Similar Documents

Publication Publication Date Title
CN206616862U (en) Formwork root bracing means
CN209682482U (en) A kind of fabricated shear wall mold
CN109537877A (en) Packet bracing means and reinforcement means under exterior wall horizontal construction joint template
CN207392430U (en) A kind of modular architectural structural
CN201198166Y (en) Track plate steel mould
CN203904785U (en) Multifunctional pressing rod of track slab of CRTS III plate type ballastless track
CN207377129U (en) A kind of reinforcing bar interspersed in template just tears reserved aperture apparatus open
CN205134291U (en) Large -scale steel form with adjustable
CN216239836U (en) Device for high-precision positioning of embedded part of reinforced concrete structure
CN206189694U (en) Assembled room lid
CN212078676U (en) Building templates bearing structure
CN212406117U (en) Structural reversed beam positioning and reinforcing device
CN203546542U (en) Cement-emulsified asphalt mortar filling and edge-sealing device for CRTS type-II ballastless tracks
CN207647181U (en) A kind of wall hangs mould template reinforcing device
CN203034796U (en) Reinforced device of shear wall end formwork
CN209986475U (en) Pipeline welding clamp
CN206468002U (en) Beam sides template reinforcing device
CN206158182U (en) A support system for single -side supporting formwork
CN209653407U (en) Formwork support structure
CN110805316A (en) Container assembly type frame steel assembly structure house
CN218715106U (en) Folding sleeve for reserved hole construction
CN213418486U (en) Small-size post-cast opening template device of reserving
CN214658798U (en) Adjustable bracket for formwork support of fair-faced concrete post-cast strip
CN109610506A (en) A kind of bracing means and construction method for steel form pre-buried channel flow
CN208310203U (en) A kind of beam bottom aluminum alloy pattern plate

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination