CN109972840B - Formwork supporting structure and method for joint of outer wall - Google Patents

Formwork supporting structure and method for joint of outer wall Download PDF

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Publication number
CN109972840B
CN109972840B CN201910305297.5A CN201910305297A CN109972840B CN 109972840 B CN109972840 B CN 109972840B CN 201910305297 A CN201910305297 A CN 201910305297A CN 109972840 B CN109972840 B CN 109972840B
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China
Prior art keywords
screw
wall
mountain
clamping seat
shaped clamping
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CN201910305297.5A
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CN109972840A (en
Inventor
乔勃
马一方
刘硕
高明德
孙丽
樊星
蔡国栋
张宁
张儒晨
路野
程瑶
刘同瀛
李成钢
高铁
王家嵩
郑淇元
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China Construction Fourth Engineering Division Corp Ltd
Sixth Construction Co Ltd of China Construction Fourth Engineering Division Co Ltd
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China Construction Fourth Engineering Division Corp Ltd
Sixth Construction Co Ltd of China Construction Fourth Engineering Division Co Ltd
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Priority to CN201910305297.5A priority Critical patent/CN109972840B/en
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    • 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
    • E04G17/02Connecting or fastening means for non-metallic forming or stiffening elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention discloses a formwork support structure at an outer wall joint, which comprises a batten, wherein a mountain-shaped clamping seat is arranged on one side of the batten, a reinforcing nut is arranged on the side wall of the mountain-shaped clamping seat, a harness screw rod penetrates through the batten, the mountain-shaped clamping seat and the inner side of the reinforcing nut, an upper fixing sheet is arranged on the upper wall of the mountain-shaped clamping seat, a lower fixing sheet is arranged on the lower wall of the mountain-shaped clamping seat, a first pull ring and a second pull ring are arranged on one side wall of the mountain-shaped clamping seat, and the first pull ring is positioned above the second pull ring; the supporting structure is simple to operate, is convenient to fix and detach, can greatly reduce the quality problems of slurry leakage, mold expansion and the like at the joint of the concrete outer wall, can be repeatedly utilized after the materials are detached, is firm in connection between the mountain-shaped clamping seat and the batten, is not easy to separate, can be folded, and avoids interference to operation caused by overlong through-wire screws.

Description

Formwork supporting structure and method for joint of outer wall
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a supporting structure, in particular to a formwork supporting structure at an outer wall joint and a supporting method thereof.
Background
In the construction process of the building engineering, the phenomena of mold expansion, mold explosion, slurry leakage and the like often occur when the upper and lower layer structure outer wall joint is in concrete pouring construction, so that the problems of poor concrete forming quality, poor impression and the like of the final outer wall concrete joint are caused, and the main purpose of supporting the wall body is to facilitate the processing of the upper layer of the wall body only by means of a supporting structure.
The existing template supporting structure has certain defects when in use, the supporting effect is relatively general when the existing template supporting structure supports the joint of the outer wall, so that certain quality problems exist when pouring the outer wall layer in the later period, the existing template supporting structure is inconvenient to install and detach, a great deal of manpower and time are consumed when the existing template supporting structure is installed and detached, and certain influence is brought to the actual use
Disclosure of Invention
In order to overcome the technical problems, the invention aims to provide the formwork supporting structure for the joint of the outer wall, which is simple to operate, convenient to fix and detach, capable of greatly reducing quality problems such as slurry leakage and mold expansion at the joint of the outer wall of concrete, capable of being repeatedly utilized after the material is detached, firm in connection between the mountain-shaped clamping seat and the batten, not easy to separate, capable of being folded, and capable of avoiding interference to operation caused by overlong screw.
The aim of the invention can be achieved by the following technical scheme:
the formwork supporting structure at the joint of the outer wall comprises a batten, wherein a mountain-shaped clamping seat is arranged on one side of the batten, a reinforcing nut is arranged on the side wall of the mountain-shaped clamping seat, and a harness cord screw rod penetrates through the batten, the mountain-shaped clamping seat and the inner side of the reinforcing nut;
the upper wall of the mountain-shaped clamping seat is provided with an upper fixing sheet, the lower wall of the mountain-shaped clamping seat is provided with a lower fixing sheet, one side wall of the mountain-shaped clamping seat is provided with a first pull ring and a second pull ring, the first pull ring is positioned above the second pull ring, a slot is formed in a position, which penetrates through one side wall of the mountain-shaped clamping seat and is positioned between the first pull ring and the second pull ring, and the other side wall of the mountain-shaped clamping seat is provided with a screw sleeve;
the periphery of the harness cord screw is provided with a connecting sleeve, the harness cord screw comprises a first screw and a second screw, a rotating shaft sleeve is connected between the first screw and the second screw, and the outer surface of the connecting sleeve is wrapped with an anti-skid sleeve.
As a further scheme of the invention: the side wall of timber is provided with the plank sheathing, and the plank sheathing is provided with concrete wall, concrete wall's outside is connected with concrete floor, and concrete wall's inside pre-buried has T type built-in fitting and cone nut, cone nut's a side wall is connected with concrete wall's inside lateral wall, another lateral wall of cone nut is run through to T type built-in fitting's one end, lead to the silk screw rod and stretch into the inside of wearing cone nut rather than intermeshing.
As a further scheme of the invention: the slot and the screw sleeve are positioned at the same horizontal height, the inner diameter of the slot is the same as the outer diameter of the screw sleeve, and threads meshed with the surface of the through-wire screw are arranged on the inner wall of the screw sleeve.
As a further aspect of the invention: the upper fixing piece and the lower fixing piece are respectively provided with three pieces, and are arranged in an up-down symmetrical way, and the thickness of one side of each of the upper fixing piece and the lower fixing piece is smaller than that of the other side of each of the upper fixing piece and the lower fixing piece.
As a further scheme of the invention: the length of the first screw rod is slightly larger than that of the second screw rod, opposite ends of the first screw rod and the second screw rod are arranged in a flat mode, and the opposite ends of the first screw rod and the second screw rod are movably connected through a rotating shaft inside the rotating shaft sleeve.
A method for supporting a template at an outer wall joint specifically comprises the following steps:
step one: firstly, connecting a T-shaped embedded part and a conical nut, then embedding the T-shaped embedded part into the middle parts of the upper layer and the lower layer of the concrete wall, closing a wood template and the side wall of the concrete wall when preparing to construct the upper layer structure outer wall of the concrete wall, using the side wall of the wood Fang Tiege wood template, and then connecting a mountain-shaped clamping seat to the surface of a wood;
step two: the reinforcing nut is attached to the side wall of the mountain-shaped clamping seat, the batten, the mountain-shaped clamping seat, the reinforcing nut, the T-shaped embedded part and the conical nut are located on the same horizontal line, a screw hole of the reinforcing nut is aligned with a slot on the side face of the mountain-shaped clamping seat, a harness screw rod is inserted from the screw hole of the reinforcing nut, the harness screw rod sequentially enters the slot, the screw rod sleeve and the inside of the batten, then enters the inside of the conical nut, the harness screw rod is screwed, one end of the harness screw rod is tightly meshed with the inner wall of the conical nut, the batten, the mountain-shaped clamping seat and the reinforcing nut are tightly attached, a wood template is driven to be tightly attached to the side wall of the concrete wall, and the supporting operation of the wood template is completed.
The invention has the beneficial effects that:
1. the wood formwork and the concrete wall are integrally supported by the mode of meshing the wood square, the mountain-shaped clamping seat, the reinforcing nut, the T-shaped embedded part and the conical nut through the harness screw, the T-shaped embedded part and the conical nut are embedded in the inner side of the concrete wall, the wood formwork can be supported by screwing the harness screw during operation, the construction of an upper building structure is facilitated, the harness screw is meshed, the wood formwork is tightly attached to the concrete wall, the quality problems of slurry leakage, mold expansion and the like at the joint of the concrete wall can be greatly reduced, the harness screw is unscrewed during disassembly, labor force is saved, too much time is not consumed during disassembly and installation, the material can be reused after disassembly, and the requirements of green construction are met;
2. the through-wire screw is connected through the rotating shaft sleeve, the through-wire screw is composed of the first screw and the second screw, and opposite ends of the first screw and the second screw are arranged in a flat shape and are connected through the rotating shaft sleeve, so that the second screw can be folded downwards, the folding of the through-wire screw is realized, the overlength of the through-wire screw is effectively avoided, and the influence on a construction site is caused;
3. through set up screw rod cover and last stationary blade and lower stationary blade on mountain type cassette for whole mountain type cassette is more convenient when inserting the square, fixes with last stationary blade and lower stationary blade, thereby when leading to the silk screw rod to insert mountain type cassette and the square in, the condition of the position deviation of mountain type cassette and square can not appear, makes the silk screw rod operation when inserting simpler.
Drawings
The invention is further described below with reference to the accompanying drawings.
FIG. 1 is a cross-sectional view of a formwork support structure at an outer wall joint according to the present invention.
Fig. 2 is a block diagram of a mountain-shaped clamping seat of a formwork supporting structure at an outer wall joint.
Fig. 3 is a mounting diagram of a harness screw and a connecting sleeve in a formwork support structure at an outer wall joint according to the present invention.
1, a concrete wall; 2. a wood form; 3. wood square; 4. a mountain-shaped clamping seat; 5. reinforcing the nut; 6. a harness cord screw; 7. a cone nut; 8. a T-shaped embedded part; 9. a concrete floor slab; 10. an upper fixing piece; 11. a lower fixing piece; 12. a first pull ring; 13. a slot; 14. a second pull ring; 15. a screw sleeve; 16. connecting sleeves; 17. a first screw; 18. a second screw; 19. a swivel sleeve; 20. an anti-skid sleeve.
Detailed Description
The technical solutions of the embodiments of the present invention will be clearly and completely described below in conjunction with the embodiments of the present invention, and it is apparent that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
As shown in fig. 1-3, the formwork support structure for the joint of the outer wall comprises a batten 3, wherein a mountain-shaped clamping seat 4 is arranged on one side of the batten 3, a reinforcing nut 5 is arranged on the side wall of the mountain-shaped clamping seat 4, and a wire passing screw rod 6 penetrates through the batten 3, the mountain-shaped clamping seat 4 and the inner side of the reinforcing nut 5;
the upper wall of the mountain-shaped clamping seat 4 is provided with an upper fixing sheet 10, the lower wall of the mountain-shaped clamping seat 4 is provided with a lower fixing sheet 11, one side wall of the mountain-shaped clamping seat 4 is provided with a first pull ring 12 and a second pull ring 14, the first pull ring 12 is positioned above the second pull ring 14, a slot 13 is formed in a position, which penetrates through one side wall of the mountain-shaped clamping seat 4 and is positioned between the first pull ring 12 and the second pull ring 14, and the other side wall of the mountain-shaped clamping seat 4 is provided with a screw sleeve 15;
the periphery of the harness cord screw 6 is provided with the connecting sleeve 16, the harness cord screw 6 comprises the first screw 17 and the second screw 18, the rotating shaft sleeve 19 is connected between the first screw 17 and the second screw 18, the outer surface of the connecting sleeve 16 is wrapped with the anti-slip sleeve 20, the surface of the connecting sleeve 16 is provided with the anti-slip sleeve 20, and force application is more convenient when the harness cord screw 6 is rotated to disassemble.
The opposite side of the batten 3 is provided with a wood template 2, the side wall of the wood template 2 is provided with a concrete wall 1, the outer side of the concrete wall 1 is connected with a concrete floor 9, a T-shaped embedded part 8 and a conical nut 7 are embedded in the concrete wall 1, one side wall of the conical nut 7 is connected with the inner side wall of the concrete wall 1, one end of the T-shaped embedded part 8 penetrates through the other side wall of the conical nut 7, and a harness screw 6 stretches into the conical nut 7 to be meshed with the conical nut 7.
The slot 13 and the screw rod sleeve 15 are positioned at the same horizontal height, the inner diameter of the slot 13 is the same as the outer diameter of the screw rod sleeve 15, the inner wall of the screw rod sleeve 15 is provided with threads meshed with the surface of the harness cord screw rod 6, and the screw rod sleeve 15 is meshed with the harness cord screw rod 6 after the harness cord screw rod 6 is inserted, so that the surface of the harness cord screw rod 6 is protected, and the harness cord screw rod is prevented from being directly contacted with the inner wall of the square 3.
The upper fixing piece 10 and the lower fixing piece 11 are respectively provided with three pieces, the upper fixing piece 10 and the lower fixing piece 11 are arranged in an up-down symmetrical mode, the thickness of one side of the upper fixing piece 10 and the thickness of one side of the lower fixing piece 11 are smaller than those of the other side of the lower fixing piece 11, and the side edges of the upper fixing piece 10 and the lower fixing piece 11 are thinner and are conveniently embedded into the batten 3.
The length of the first screw rod 17 is slightly greater than that of the second screw rod 18, opposite ends of the first screw rod 17 and the second screw rod 18 are arranged in a flat mode, the opposite ends of the first screw rod 17 and the second screw rod 18 are movably connected through a rotating shaft inside the rotating shaft sleeve 19, the first screw rod 17 and the second screw rod 18 are subjected to folding operation through the rotating shaft, and a groove is formed in the lower side of the rotating shaft sleeve 19 to provide sufficient folding space for folding the second screw rod 18.
A method for supporting a template at an outer wall joint specifically comprises the following steps:
step one: firstly, connecting a T-shaped embedded part 8 and a conical nut 7, then embedding the T-shaped embedded part into the middle parts of the upper layer and the lower layer of the concrete wall 1, closing the side wall of the concrete wall 1 and the wood template 2 when preparing to construct the upper layer structure outer wall of the concrete wall 1, attaching the side wall of the wood template 2 by using a batten 3, and then connecting a mountain-shaped clamping seat 4 to the surface of the batten 3;
step two: the reinforcing nut 5 is attached to the side wall of the mountain-shaped clamping seat 4, the batten 3, the mountain-shaped clamping seat 4, the reinforcing nut 5, the T-shaped embedded part 8 and the conical nut 7 are located on the same horizontal line, a screw hole of the reinforcing nut 5 is aligned with a slot 13 on the side face of the mountain-shaped clamping seat 4, the harness screw 6 is inserted from the screw hole of the reinforcing nut 5, sequentially enters the slot 13, the screw sleeve 15 and the inside of the batten 3, then enters the inside of the conical nut 7, the harness screw 6 is screwed, one end of the harness screw 6 is tightly meshed with the inner wall of the conical nut 7, the batten 3, the mountain-shaped clamping seat 4 and the reinforcing nut 5 are tightly attached, the wood form 2 is driven to be tightly attached to the side wall of the concrete wall 1, and the supporting operation of the wood form 2 is completed.
When the external wall joint formwork support structure is used, firstly, after the T-shaped embedded part 8 and the conical nut 7 are connected, the T-shaped embedded part 8 and the conical nut 7 are embedded in the middle of the upper layer and the lower layer of the concrete wall 1, when the external wall of the upper layer structure of the concrete wall 1 is prepared to be constructed, the wood formwork 2 and the side wall of the concrete wall 1 are close, the wood 3 is used for attaching the side wall of the wood formwork 2, then the mountain-shaped clamping seat 4 is connected to the surface of the wood 3, the reinforcing nut 5 is attached to the side wall of the mountain-shaped clamping seat 4, the wood 3, the mountain-shaped clamping seat 4, the reinforcing nut 5, the T-shaped embedded part 8 and the conical nut 7 are positioned on the same horizontal line, the screw port of the reinforcing nut 5 is aligned with the slot 13 of the side surface of the mountain-shaped clamping seat 4, the screw rod 6 is inserted from the screw port of the reinforcing nut 5, sequentially enters the slot 13, the screw rod sleeve 15 and the inside of the wood 3, then enters the inside of the conical nut 7, the screw rod 6 is screwed, one end of the harness cord screw 6 is tightly meshed with the inner wall of the cone nut 7, the batten 3, the mountain-shaped clamping seat 4 and the reinforcing nut 5 are tightly stuck, the wood form 2 is tightly stuck to the side wall of the concrete wall 1, the supporting operation of the wood form 2 is completed, the mountain-shaped clamping seat 4 is connected to the batten 3 by inserting the upper fixing piece 10 and the lower fixing piece 11, the upper fixing piece 10 and the lower fixing piece 11 are used for fixing, when the harness cord screw 6 is inserted into the mountain-shaped clamping seat 4 and the batten 3, the position deviation of the mountain-shaped clamping seat 4 and the batten 3 can not occur, the harness cord screw 6 can be operated more simply when being inserted, the upper fixing piece 10 and the lower fixing piece 11 can be pulled out from the batten 3 by the first pull ring 12 and the second pull ring 14, the mountain-shaped clamping seat 4 is conveniently separated from the batten 3, the harness cord screw 6 is composed of a first screw 17 and a second screw 18, and the opposite ends of first screw rod 17 and second screw rod 18 are the platykurtic setting and are connected through pivot cover 19 to make second screw rod 18 can fold downwards, realized leading to the folding of silk screw rod 6, effectually avoid leading to silk screw rod 6 length overlength, cause the influence to the job site, set up antiskid cover 20 on adapter sleeve 16 surface, it is more convenient to apply a force when rotating leading to silk screw rod 6 and dismantling.
According to the invention, the wood formwork 2 and the concrete wall 1 are integrally supported by the mode of meshing the wood square 3, the mountain-shaped clamping seat 4, the reinforcing nut 5, the T-shaped embedded part 8 and the conical nut 7 through the harness screw 6, the T-shaped embedded part 8 and the conical nut 7 are embedded in the inner side of the concrete wall 1, the harness screw 6 is screwed down to complete the support of the wood formwork 2 during operation, the construction of an upper building structure is facilitated, the harness screw 6 is meshed, the wood formwork 2 is tightly attached to the concrete wall 1, the quality problems of slurry leakage, mold expansion and the like at the joint of the concrete wall 1 can be greatly reduced, the harness screw 6 is unscrewed to detach the support structure during detachment, labor force is saved, too much time is not consumed during detachment and installation, the material can be repeatedly utilized after detachment, the requirement of green construction is met, and the material is saved; the through-wire screw rod 6 is connected through the arrangement of the rotating shaft sleeve 19, the through-wire screw rod 6 is composed of the first screw rod 17 and the second screw rod 18, and opposite ends of the first screw rod 17 and the second screw rod 18 are arranged in a flat mode and are connected through the rotating shaft sleeve 19, so that the second screw rod 18 can be folded downwards, folding of the through-wire screw rod 6 is achieved, the situation that the length of the through-wire screw rod 6 is too long and influences a construction site is effectively avoided; through set up screw rod cover 15 and last stationary blade 10 and lower stationary blade 11 on mountain type cassette 4 for whole mountain type cassette 4 is more convenient when inserting the square 3, fixes with last stationary blade 10 and lower stationary blade 11, thereby when lead to silk screw rod 6 inserts mountain type cassette 4 and square 3 in, the condition of the position deviation of mountain type cassette 4 and square 3 can not appear, makes the operation of lead to silk screw rod 6 when inserting simpler.
The foregoing is merely illustrative of the structures of this invention and various modifications, additions and substitutions for those skilled in the art can be made to the described embodiments without departing from the scope of the invention or from the scope of the invention as defined in the accompanying claims.

Claims (4)

1. The template supporting structure for the joint of the outer wall is characterized by comprising a batten (3), wherein a mountain-shaped clamping seat (4) is arranged on one side of the batten (3), a reinforcing nut (5) is arranged on the side wall of the mountain-shaped clamping seat (4), and a harness cord screw (6) penetrates through the batten (3), the mountain-shaped clamping seat (4) and the inner side of the reinforcing nut (5);
the wood block is characterized in that a wood template (2) is arranged on the other side of the wood block (3), a concrete wall (1) is arranged on the side wall of the wood template (2), a concrete floor (9) is connected to the outer side of the concrete wall (1), a T-shaped embedded part (8) and a conical nut (7) are embedded in the concrete wall (1), one side wall of the conical nut (7) is connected with the inner side wall of the concrete wall (1), one end of the T-shaped embedded part (8) penetrates through the other side wall of the conical nut (7), and the harness screw (6) stretches into the conical nut (7) to be meshed with the conical nut;
an upper fixing piece (10) is arranged on the upper wall of the mountain-shaped clamping seat (4), a lower fixing piece (11) is arranged on the lower wall of the mountain-shaped clamping seat (4), a first pull ring (12) and a second pull ring (14) are arranged on one side wall of the mountain-shaped clamping seat (4), the first pull ring (12) is positioned above the second pull ring (14), a slot (13) is formed in a position, located between the first pull ring (12) and the second pull ring (14), of one side wall of the mountain-shaped clamping seat (4), a screw sleeve (15) is arranged on the other side wall of the mountain-shaped clamping seat (4), the slot (13) and the screw sleeve (15) are positioned at the same horizontal height, the inner diameter of the slot (13) is the same as the outer diameter of the screw sleeve (15), and threads meshed with the surface of the through screw (6) are arranged on the inner wall of the screw sleeve (15);
the periphery of the harness cord screw (6) is provided with a connecting sleeve (16), the harness cord screw (6) comprises a first screw (17) and a second screw (18), a rotating shaft sleeve (19) is connected between the first screw (17) and the second screw (18), and the outer surface of the connecting sleeve (16) is wrapped with an anti-slip sleeve (20).
2. The formwork support structure for the joint of the outer wall according to claim 1, wherein three upper fixing plates (10) and three lower fixing plates (11) are respectively arranged, the upper fixing plates (10) and the lower fixing plates (11) are arranged in an up-down symmetrical mode, and the thickness of one side of each of the upper fixing plates (10) and the lower fixing plates (11) is smaller than that of the other side of each of the upper fixing plates and the lower fixing plates.
3. The formwork support structure at the joint of the outer wall according to claim 1, wherein the length of the first screw (17) is slightly greater than that of the second screw (18), opposite ends of the first screw (17) and the second screw (18) are arranged in a flat shape, and opposite ends of the first screw (17) and the second screw (18) are movably connected through a rotating shaft inside the rotating shaft sleeve (19).
4. A method for setting up a formwork setting up structure at an outer wall joint according to any one of claims 1 to 3, characterized in that the setting up method specifically comprises the steps of:
step one: firstly, connecting a T-shaped embedded part (8) with a cone nut (7), then embedding the T-shaped embedded part into the middle parts of the upper layer and the lower layer of a concrete wall (1), closing the wood template (2) with the side wall of the concrete wall (1) when preparing to construct the upper layer structure outer wall of the concrete wall (1), attaching the side wall of the wood template (2) by using a batten (3), and then connecting a mountain-shaped clamping seat (4) to the surface of the batten (3);
step two: laminating reinforcement nut (5) at the lateral wall of mountain type cassette (4), make flitch (3), mountain type cassette (4), reinforcement nut (5), T type built-in fitting (8) and cone nut (7) are in same horizontal line, the screw socket of reinforcement nut (5) aligns with slot (13) of mountain type cassette (4) side and, insert lead to screw rod (6) from the screw socket of reinforcement nut (5), enter into slot (13) in proper order, screw rod cover (15), the inside of flitch (3), reentrant cone nut (7) inside, screw up lead to screw rod (6), make the one end of lead to screw rod (6) tightly with cone nut (7) inner wall meshing, paste tightly between flitch (3), mountain type cassette (4), reinforcement nut (5), drive wood form (2) and concrete wall (1) lateral wall paste tightly, the operation of propping up of wood form (2) is accomplished.
CN201910305297.5A 2019-04-16 2019-04-16 Formwork supporting structure and method for joint of outer wall Active CN109972840B (en)

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CN110629794B (en) * 2019-09-18 2021-07-09 中国五冶集团有限公司 Construction method of template on outer wall of cyclone well
CN110616720B (en) * 2019-09-18 2021-09-28 中国五冶集团有限公司 Inclined well wall construction structure of cyclone well
CN111456419A (en) * 2020-04-15 2020-07-28 中铁建设集团天津工程有限公司 Device for reinforcing embedded bolt of new external wall template and using method thereof

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CN207647181U (en) * 2017-12-06 2018-07-24 中电建建筑集团有限公司 A kind of wall hangs mould template reinforcing device
CN207813032U (en) * 2017-12-20 2018-09-04 中建八局第四建设有限公司 A kind of Screw arbor with nut at both-ends device easy to use
CN209958766U (en) * 2019-04-16 2020-01-17 中建四局第六建筑工程有限公司 Outer wall connects stubble department template to prop up and establishes structure

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