CN110397275A - A kind of shear-wall strengthening part - Google Patents

A kind of shear-wall strengthening part Download PDF

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Publication number
CN110397275A
CN110397275A CN201910769625.7A CN201910769625A CN110397275A CN 110397275 A CN110397275 A CN 110397275A CN 201910769625 A CN201910769625 A CN 201910769625A CN 110397275 A CN110397275 A CN 110397275A
Authority
CN
China
Prior art keywords
jack
reinforced section
wall
reinforced
section
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
CN201910769625.7A
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Chinese (zh)
Inventor
朱孟宪
魏孝东
柏庆乾
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.)
Shandong Zhimou Engineering Technology Co Ltd
Original Assignee
Shandong Zhimou Engineering Technology 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 Shandong Zhimou Engineering Technology Co Ltd filed Critical Shandong Zhimou Engineering Technology Co Ltd
Priority to CN201910769625.7A priority Critical patent/CN110397275A/en
Publication of CN110397275A publication Critical patent/CN110397275A/en
Pending legal-status Critical Current

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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
    • 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
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • 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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • 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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/001Corner fastening or connecting means for forming or stiffening elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The embodiment of the invention discloses a kind of shear-wall strengthening parts, including being arranged on the outside of wall form, and it joins end to end along wall length direction and to form multiple reinforced sections of linear type frame, the reinforced section is the hollow rod structure that an end face forms opening port, connector in the opening port for being inserted in parallel into adjacent reinforced section and fixed is connected on the other end of reinforced section, the reinforced section offers the first jack for being inserted perpendicularly into and fixing for the connector of adjacent reinforced section on the side wall of opening port, wherein, two adjacent reinforced sections at wall form inner corner trim or external corner are at right angles arranged.The present invention is joined end to end using multiple reinforced sections, it is supported on the outside of wall form, without complicated part, and connection structure is simply clear, construction personnel can assemble according to actual needs, fixed reliable, convenient disassembly after the completion of use, without to personnel carry out complicated training can rapid construction, reduce later period repairing, improve construction quality.

Description

A kind of shear-wall strengthening part
Technical field
The present embodiments relate to architecture construction technical fields, and in particular to a kind of shear-wall strengthening part.
Background technique
The prior art in cast rectangular concrete column or shear wall, will usually increase on the outside of template flitch, so It is recycled afterwards across flitch and the bolt of template and clamps cast template;In order to guarantee that cast template is vertical, and also to anti- Quick-fried mould when being only poured, will be arranged the bracket built by steel pipe and fastener association on the outside of template usually to support, And construction personnel needs to use the connector, cross bar, fixing piece of various sizes length when specifically used each structural member is built Deng especially building corner location, various types of corner connectors are easy to use with, need to consume in actual use a large amount of Time training instruction is easy to influence the process of installing and dismounting.
Summary of the invention
For this purpose, the embodiment of the present invention provides a kind of shear-wall strengthening part, to solve adding due to shear wall in the prior art Solid formula needs to consume a large amount of connectors and causes to be easy to influence installing and dismounting problem.
To achieve the goals above, the embodiment of the present invention provides the following technical solutions:
According to a first aspect of the embodiments of the present invention, a kind of shear-wall strengthening part, including be arranged on the outside of wall form, and It joins end to end to form multiple reinforced sections of linear type frame along wall length direction, the reinforced section is that end face formation is opened The hollow rod structure for putting mouth is connected in the opening port for being inserted in parallel into adjacent reinforced section on the other end of reinforced section And fixed connector, the reinforced section offers on the side wall of opening port supplies the connector of adjacent reinforced section vertical The first jack being inserted and fixed, wherein two adjacent reinforced sections at wall form inner corner trim or external corner are at right angles arranged.
Further, the reinforced section offers the second jack, second jack edge on the roof of opening port Vertical direction runs through reinforced section, and the third jack for running through connector along the vertical direction is offered on the roof of the connector, After the third jack is in connector insertion opening port, with the second jack on adjacent reinforced section in being correspondingly arranged, it is equipped with First triangular plug is sequentially inserted into the second jack and third jack, for fixing two adjacent reinforced sections.
Further, the endface of the wall form is equipped with the connection section bar of fixed form two sides reinforced section end face, The both ends of the connection section bar pass through the reinforced section of wall form two sides along the first jack of reinforced section respectively, and are connecting Multiple the 4th jacks through connection section bar are offered on the roof of profile along the vertical direction, the outside of the reinforced section is equipped with The second triangular plug being plugged in the 4th jack along the vertical direction, the outside of the connection section bar is equipped with to be plugged on along the vertical direction Third triangular plug in second jack.
Further, the first jack on the reinforced section side wall is provided with multiple along the length direction of reinforced section.
Further, second jack and third jack are the identical long shape hole of structure, and the third on connector Jack is provided with along the length direction of reinforced section multiple with the second jack on reinforced section.
Further, first jack runs through reinforced section, and the top of the first jack along the width direction of reinforced section The second jack is distributed on wall and bottom wall, at wall form inner corner trim or external corner, the connector edge of one of reinforced section First jack of adjacent reinforced section side is inserted perpendicularly into, and is pierced by from the first jack of the adjacent reinforced section other side, described It is plugged with the 4th triangular plug along the vertical direction in third jack on connector traversing through end.
Further, the reinforced section is equipped with the wire drawing through walls of strengthening vertical profile setting, the wire drawing edge through walls The first jack on reinforced section sequentially passes through the reinforced section of wall form two sides, and the both ends of wire drawing through walls pass through limit respectively Position nut is fixed on the outside of two reinforced sections.
Further, the wire drawing through walls is provided with multiple along the length direction of wall.
The embodiment of the present invention has the advantages that through setting reinforced section, is joined end to end using multiple reinforced sections, and It is disposed around the outside of wall form, multiple reinforced sections is made to combine to form linear frame structure, to be supported on wall mould The outside of plate, and the first jack is opened up by the side wall in reinforced section, it only need to be by two at wall form inner corner trim or external corner A adjacent reinforced section is at right angles arranged, and so that the reinforced section connector of this position is inserted perpendicularly into the first of adjacent reinforced section and inserts In hole, convenient for the reinforcing member installation at wall internal corner or external corner, without complicated part, and connection structure is simply clear, and empty The reinforced section of stem structure is light-weight, and construction personnel can assemble according to actual needs, fixed reliable, after the completion of use Convenient disassembly, without to personnel carry out complicated training can rapid construction, reduce later period repairing, improve construction quality.
Detailed description of the invention
It, below will be to embodiment party in order to illustrate more clearly of embodiments of the present invention or technical solution in the prior art Formula or attached drawing needed to be used in the description of the prior art are briefly described.It should be evident that the accompanying drawings in the following description is only It is merely exemplary, it for those of ordinary skill in the art, without creative efforts, can also basis The attached drawing of offer, which is extended, obtains other implementation attached drawings.
Structure depicted in this specification, ratio, size etc., only to cooperate the revealed content of specification, for Those skilled in the art understands and reads, and is not intended to limit the invention enforceable qualifications, therefore does not have technical Essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size are not influencing the function of the invention that can be generated Under effect and the purpose that can reach, should all still it fall in the range of disclosed technology contents can cover.
Fig. 1 is a kind of overall structure diagram of shear-wall strengthening part provided in an embodiment of the present invention;
Fig. 2 is a kind of structural schematic diagram of the reinforced section of shear-wall strengthening part provided in an embodiment of the present invention.
In figure: 1, reinforced section;11, opening port;12, the first jack;13, the second jack;2, connector;21, third is inserted Hole;3, the first triangular plug;4, connection section bar;41, the 4th jack;5, the second triangular plug;6, third triangular plug;7, the 4th triangle Pin;8, wire drawing through walls.
Specific embodiment
Embodiments of the present invention are illustrated by particular specific embodiment below, those skilled in the art can be by this explanation Content disclosed by book is understood other advantages and efficacy of the present invention easily, it is clear that described embodiment is the present invention one Section Example, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art are not doing Every other embodiment obtained under the premise of creative work out, shall fall within the protection scope of the present invention.
Embodiment 1
As shown in Figure 1, the embodiment of the invention provides a kind of shear-wall strengthening part, including be arranged on the outside of wall form, And join end to end along wall length direction and to form multiple reinforced sections 1 of linear type frame, wherein is to be cast in wall form Wall after erecting template, carry out the middle part gap of template as casting gap by being equipped with template in the two sides of wall Casting obtains wall, and for fixed form, the present embodiment is reinforced by the way that reinforced section 1 is arranged in the two sides of template, and Reinforced section 1 is arranged according to wall high uniformity.
As described above, reinforced section 1 is the hollow rod structure (referring to Fig. 2) that an end face forms opening port 11, it is preferred that add Curable type material 1 can be cut by square square steel pipe, and reinforced section 1 is made to have light-weight performance.On the other end of reinforced section 1 It is connected with connector 2 in the opening port 11 for being inserted in parallel into adjacent reinforced section 1 and fixed, wherein preferably to reinforce 2 end of connector of profile 1 is stem, and using 11 end of opening port of reinforced section 1 as tail portion, multiple reinforced sections 1 are carried out head and the tail Connection.Specifically, offering the second jack 13 on the roof of opening port 11 in reinforced section 1, and the second jack 13 is along perpendicular Histogram offers the third jack 21 for running through connector 2 along the vertical direction to reinforced section 1 is run through on the roof of connector 2, After being inserted into the connector 2 of reinforced section 1 in the opening port 11 of adjacent reinforced section 1, the third of one of reinforced section 1 is inserted Hole 21 is in be correspondingly arranged with the second jack 13 on adjacent reinforced section 1, wherein the second jack 13 is structure with third jack 21 Identical long shape hole.And it is equipped with the first triangular plug 3 triangular in shape, the tip of the first triangular plug 3 is sequentially inserted into the second jack 13 and third jack 21 in, so that fixed two adjacent reinforced sections 1, two adjacent reinforced sections 1 are less likely to occur It falls off.Preferably, the third jack 21 on connector 2 and the second jack 13 on reinforced section 1 are along the length of reinforced section 1 Direction be provided with it is multiple, so as to adjust the length after two adjacent reinforced sections 1 connect, be inserted into the first triangular plug 3 into Row is fixed.
Due to reinforced section 1 be linear type profile, and multiple reinforced sections 1 connect from beginning to end after formation linear type frame, be It installs convenient for the reinforced section 1 at wall form inner corner trim or external corner, is opened up on the side wall of opening port 11 in reinforced section 1 There is the first jack 12 that the connector 2 for adjacent reinforced section 1 is inserted perpendicularly into and fixes, makes at wall form inner corner trim or external corner Two adjacent at right angles settings of reinforced section 1, specifically, the first jack 12 runs through reinforcement type along the width direction of reinforced section 1 Material 1, and the second jack 13 is distributed on the roof and bottom wall of the first jack 12, at wall form inner corner trim or external corner, will be in Two reinforced sections 1 of right angle setting, make the connector 2 of one of reinforced section 1 along the first of adjacent 1 side of reinforced section Jack 12 is inserted perpendicularly into, and is pierced by from the first jack 12 of adjacent 1 other side of reinforced section, to realize two reinforced sections 1 Installation at wall form inner corner trim or external corner, and the grafting along the vertical direction in the third jack 21 on 2 traversing through end of connector There is the 4th triangular plug 7, fix two reinforced sections 1 using the 4th triangular plug 7, the connector 2 of reinforced section 1 is avoided to fall off, Preferably, at the inner corner trim of wall form, one can also be provided in the inside of connector 2 and be plugged on adjacent reinforced section 1 Triangular plug in two jacks 13;At the external corner of wall form, one can also be provided in the outside of connector 2 and be plugged on adjacent add Triangular plug on curable type material 1 in second jack 13, to improve the stationarity between two reinforced sections 1.
Since the reinforcing member of the present embodiment is to be supported fixation by the way that reinforced section 1 is arranged in the two sides of wall form, Therefore, the connection section bar 4 of 1 end face of fixed form two sides reinforced section, connection section bar 4 are additionally provided in the endface of wall form It is preferred that being cut by square square steel pipe.Specifically, connection section bar 4 is arranged in the endface strengthening vertical profile 1 of wall form, and The both ends of connection section bar 4 pass through the reinforced section 1 of wall form two sides along the first jack 12 of reinforced section 1 respectively, thus logical Connection section bar 4 is crossed in two reinforced sections 1 of the endface connecting wall template two sides of wall form, and at wall form both ends Endface be respectively provided with a connection section bar 4.It is offered along the vertical direction on the roof of connection section bar 4 multiple through connecting-type 4th jack 41 of material 4, and the second triangle being plugged in the 4th jack 41 along the vertical direction is equipped in the outside of reinforced section 1 Pin 5 is equipped in the outside of connection section bar 4 and is plugged on third triangular plug 6 in the second jack 13 along the vertical direction, to pass through the Two triangular plugs 5 and third triangular plug 6 fix the coupling part of connection section bar 4 and reinforced section 1, and using in connection section bar 4 Multiple 4th jacks 41 being arranged adjust the link position of connection section bar 4 and reinforced section 1, to facilitate adjusting wall form Width between two sides reinforced section 1.Preferably, the first jack 12 on 1 side wall of reinforced section is along the length side of reinforced section 1 It is multiple to being provided with, by the way that connection section bar 4 to be inserted into the first jack 12 of different location on reinforced section 1, to adjust connection The fixation position of profile 4.
And in order to make reinforced section 1 be fastened on the outside of wall form, strengthening vertical profile is additionally provided on reinforced section 1 The wire drawing through walls 8 of 1 setting, wherein first jack 12 of the wire drawing through walls 8 on reinforced section 1 sequentially passes through wall form two sides Reinforced section 1, and the both ends of wire drawing 8 through walls are passed through into the outside that stop nut is fixed on two reinforced sections 1 respectively, using wearing The tightening force of wall wire drawing 8 is pressed on the reinforced section 1 of wall form two sides on the outer wall of wall form, is formed and is reinforced, preferably , wire drawing 8 through walls is provided with multiple along the length direction of wall, and at least sets in first jack 12 each of on reinforced section 1 One group of wire drawing 8 through walls is set, can be specifically arranged according to actual needs.
The embodiment of the present invention is joined end to end, and be disposed around wall by setting reinforced section 1 using multiple reinforced sections 1 The outside of template makes multiple combinations of reinforced section 1 form linear frame structure, so that it is supported on the outside of wall form, And all reinforced sections 1 are identical size, connector, cross bar, fixing piece without various sizes length etc. is multiple Miscellaneous part, connection structure is simply clear, and the reinforced section 1 of hollow rod structure is light-weight, and construction personnel can be according to reality Assembled, fixed reliable, convenient disassembly after the completion of use, without to personnel carry out complicated training can rapid construction, Later period repairing is reduced, construction quality is improved.
Although above having used general explanation and specific embodiment, the present invention is described in detail, at this On the basis of invention, it can be made some modifications or improvements, this will be apparent to those skilled in the art.Therefore, These modifications or improvements without departing from theon the basis of the spirit of the present invention are fallen within the scope of the claimed invention.

Claims (8)

1. a kind of shear-wall strengthening part, it is characterised in that: the shear-wall strengthening part includes setting on the outside of wall form, and edge Wall length direction joins end to end to form multiple reinforced sections (1) of linear type frame, and the reinforced section (1) is an end face shape At the hollow rod structure of opening port (11), it is connected on the other end of reinforced section (1) for being inserted in parallel into adjacent reinforcement type In the opening port (11) of material (1) and fixed connector (2), the reinforced section (1) are opened on the side wall of opening port (11) The first jack (12) for being inserted perpendicularly into and fixing equipped with the connector (2) for adjacent reinforced section (1), wherein wall form yin Two adjacent reinforced sections (1) at angle or external corner are at right angles arranged.
2. a kind of shear-wall strengthening part according to claim 1, it is characterised in that: the reinforced section (1) is close to open It is offered the second jack (13) on the roof of mouth (11), second jack (13) runs through reinforced section (1) along the vertical direction, institute State the third jack (21) for offering on the roof of connector (2) and running through connector (2) along the vertical direction, the third jack (21) it after in connector (2) insertion opening port (11), is set with the second jack (13) on adjacent reinforced section (1) in corresponding It sets, is equipped with the first triangular plug (3) and is sequentially inserted into the second jack (13) and third jack (21), add for fixing adjacent two Curable type material (1).
3. a kind of shear-wall strengthening part according to claim 2, it is characterised in that: the endface of the wall form is equipped with The connection section bar (4) of fixed form two sides reinforced section (1) end face, the both ends of the connection section bar (4) are respectively along reinforced section (1) the first jack (12) passes through the reinforced section (1) of wall form two sides, and along vertical on the roof of connection section bar (4) Direction offers multiple the 4th jacks (41) through connection section bar (4), and the outside of the reinforced section (1) is equipped with along vertical side To the second triangular plug (5) being plugged in the 4th jack (41), the outside of the connection section bar (4) is equipped with grafting along the vertical direction Third triangular plug (6) in the second jack (13).
4. a kind of shear-wall strengthening part according to claim 3, it is characterised in that: on reinforced section (1) side wall First jack (12) is provided with multiple along the length direction of reinforced section (1).
5. a kind of shear-wall strengthening part according to claim 2, it is characterised in that: second jack (13) and third are inserted Hole (21) is the identical long shape hole of structure, and the third jack (21) on connector (2) and second on reinforced section (1) insert Hole (13) is provided with along the length direction of reinforced section (1) multiple.
6. a kind of shear-wall strengthening part according to claim 5, it is characterised in that: first jack (12) is along reinforcement type The width direction of material (1) runs through reinforced section (1), and is distributed with the second jack on the roof and bottom wall of the first jack (12) (13), at wall form inner corner trim or external corner, the connector (2) of one of reinforced section (1) is along adjacent reinforced section (1) one The first jack (12) of side is inserted perpendicularly into, and is pierced by from first jack (12) of adjacent reinforced section (1) other side, the connection It is plugged with the 4th triangular plug (7) along the vertical direction in third jack (21) on head (2) traversing through end.
7. a kind of shear-wall strengthening part according to claim 1, it is characterised in that: the reinforced section (1), which is equipped with, to be hung down The wire drawing through walls (8) of straight reinforced section (1) setting, first jack (12) of the wire drawing (8) through walls on reinforced section (1) according to The secondary reinforced section (1) across wall form two sides, and the both ends of wire drawing through walls (8) pass through stop nut respectively and are fixed on two The outside of reinforced section (1).
8. a kind of shear-wall strengthening part according to claim 7, it is characterised in that: the wire drawing (8) through walls is along wall Length direction is provided with multiple.
CN201910769625.7A 2019-08-20 2019-08-20 A kind of shear-wall strengthening part Pending CN110397275A (en)

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Application Number Priority Date Filing Date Title
CN201910769625.7A CN110397275A (en) 2019-08-20 2019-08-20 A kind of shear-wall strengthening part

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Application Number Priority Date Filing Date Title
CN201910769625.7A CN110397275A (en) 2019-08-20 2019-08-20 A kind of shear-wall strengthening part

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CN110397275A true CN110397275A (en) 2019-11-01

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111827663A (en) * 2020-07-14 2020-10-27 唐山市丰润区玥泰金属制品有限公司 Wall form strutting arrangement
CN114482302A (en) * 2021-12-08 2022-05-13 中铁二十局集团第六工程有限公司 Lateral displacement resistant horizontal supporting structure of post-cast strip of super high-rise underground wall
CN115030489A (en) * 2022-06-22 2022-09-09 中铁建工集团有限公司 Corner structure post template reinforcing apparatus

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CN206646824U (en) * 2017-03-29 2017-11-17 庄堂军 A kind of concreting building template reinforcement assembly
CN107700828A (en) * 2017-09-26 2018-02-16 福建建工集团有限责任公司 A kind of shear wall corner formwork reinforcement system and preparation method thereof
CN107989370A (en) * 2017-12-08 2018-05-04 中国冶集团有限公司 A kind of C-channel stripe shape embedded part installing and fixing method of minimally invasive template
CN108412199A (en) * 2018-03-08 2018-08-17 山东方圆建筑材料有限公司 A kind of shear wall formwork support device
CN109457963A (en) * 2018-12-28 2019-03-12 张连玉 Shear wall formwork support connection structure
CN109944439A (en) * 2019-05-08 2019-06-28 深圳市鈤励科技有限公司 The adjustable steel cord girder device reinforced for column template
CN211499799U (en) * 2019-08-20 2020-09-15 山东智模工程技术有限公司 Shear force wall reinforcement

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Publication number Priority date Publication date Assignee Title
FR2976606A1 (en) * 2011-06-17 2012-12-21 Sateco Sa Holding device for holding shuttering panel that is used to shutter or shear walls of building, has support body comprising upper housing in which clamp rod is mounted in removable manner, where rod is supported against form panel
CN203050113U (en) * 2013-01-18 2013-07-10 刘满意 Formwork supporting cross bar
CN104775613A (en) * 2015-04-24 2015-07-15 江苏程禾高科模板有限责任公司 External corner reinforcing system for concrete pouring in building construction
CN105064686A (en) * 2015-07-30 2015-11-18 中国建筑第二工程局有限公司 Wall-mounted type steel support platform for constructing air-conditioning plates on external walls and method for applying wall-mounted type steel support platform
CN204940859U (en) * 2015-08-27 2016-01-06 曾广寨 Shear wall formwork inner corner trim rapid reinforcement part
CN206646824U (en) * 2017-03-29 2017-11-17 庄堂军 A kind of concreting building template reinforcement assembly
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CN107989370A (en) * 2017-12-08 2018-05-04 中国冶集团有限公司 A kind of C-channel stripe shape embedded part installing and fixing method of minimally invasive template
CN108412199A (en) * 2018-03-08 2018-08-17 山东方圆建筑材料有限公司 A kind of shear wall formwork support device
CN109457963A (en) * 2018-12-28 2019-03-12 张连玉 Shear wall formwork support connection structure
CN109944439A (en) * 2019-05-08 2019-06-28 深圳市鈤励科技有限公司 The adjustable steel cord girder device reinforced for column template
CN211499799U (en) * 2019-08-20 2020-09-15 山东智模工程技术有限公司 Shear force wall reinforcement

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111827663A (en) * 2020-07-14 2020-10-27 唐山市丰润区玥泰金属制品有限公司 Wall form strutting arrangement
CN114482302A (en) * 2021-12-08 2022-05-13 中铁二十局集团第六工程有限公司 Lateral displacement resistant horizontal supporting structure of post-cast strip of super high-rise underground wall
CN115030489A (en) * 2022-06-22 2022-09-09 中铁建工集团有限公司 Corner structure post template reinforcing apparatus
CN115030489B (en) * 2022-06-22 2024-02-20 中铁建工集团有限公司 Corner constructional column template reinforcing apparatus

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