CN218375198U - A hang mould structure for post-cast strip - Google Patents

A hang mould structure for post-cast strip Download PDF

Info

Publication number
CN218375198U
CN218375198U CN202222068363.1U CN202222068363U CN218375198U CN 218375198 U CN218375198 U CN 218375198U CN 202222068363 U CN202222068363 U CN 202222068363U CN 218375198 U CN218375198 U CN 218375198U
Authority
CN
China
Prior art keywords
post
cast strip
cross rod
adjusting
rod
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202222068363.1U
Other languages
Chinese (zh)
Inventor
任涛
何超达
高军
党辉
谢世博
郭东超
唐刘永
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 CN202222068363.1U priority Critical patent/CN218375198U/en
Application granted granted Critical
Publication of CN218375198U publication Critical patent/CN218375198U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model relates to a hang mould structure for post-cast strip sets up in the position that the floor is close to post-cast strip, it includes to hang the mould structure: a first cross bar placed on the top surface of the floor slab; the adjusting screw rod is vertically arranged on the first cross rod; the position of the main template is adjusted along the adjusting screw rod, so that the main template is attached to the bottom surface of the post-cast strip.

Description

A hang mould structure for post-cast strip
Technical Field
The utility model relates to a construction technical field refers in particular to a hang mould structure for post-cast strip.
Background
The suspended mould is a main template suspended in the air without lower support, and can be fixed in various ways, such as being supported by a water-stop pull rod.
Traditional face hanging die, first kind adopts steel wire ligature's mode, will hang for the mould flitch through the steel wire ligature on the roof beam that closes on to separately different face elevations, and steel wire ligature nature just exists insecurely, the problem of easy destruction, through concrete placement personnel and inspection personnel trample, the hanging die is often just destroyed, thereby causes the face elevation problem, influences the engineering quality problem. Secondly, welding reinforcing steel bars on a plate surface by adopting a reinforcing steel bar welding support mode, welding short reinforcing steel bars into an H shape, standing the bottoms of the reinforcing steel bars on a main template, welding the middle of the reinforcing steel bars and the bottom reinforcing steel bars of the template together, and placing battens for hanging the template in an upper H-shaped groove; because the method needs to weld the reinforcing steel bar master template on site after the reinforcing steel bar master template is finished, welding slag can not fall on the master template by using the ignition hopper, the master template is damaged due to burning loss, slag is clamped at the bottom of the master template, the engineering quality is influenced, and even a fire disaster is caused seriously. Thirdly, a cement precast block is laid on the board main template in advance in a cement precast block mode, and a batten is placed on the precast block.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's defect, provide a hang mould structure for post-cast strip, support piece through setting up the reinforcement control that is in the top is in the below, and support piece supports the bottom of master template firmly being fixed in the floor and accomplishes the fixed to modular master template, and the preferred can also be through adjusting the reinforcement, makes the master template with laminating more between the floor to reach the effect that does not influence the engineering quality.
The technical scheme who realizes above-mentioned purpose is a hang mould structure for post-cast strip, sets up in the position that the floor is close to post-cast strip, it includes to hang the mould structure:
a first cross bar placed on the top surface of the floor slab;
the adjusting screw rod is vertically arranged on the first cross rod;
the position of the main template is adjustable, the main template is installed on the adjusting screw, and the adjusting screw is adjusted to enable the main template to be attached to the bottom surface of the post-cast strip.
Further, the method also comprises the following steps:
the second cross rod is fixedly connected with the adjusting screw rod and arranged at the bottom end of the main template, a plurality of adjusting holes are arranged at intervals on the first cross rod, and a plurality of connecting holes are arranged at intervals on the second cross rod and correspond to the adjusting holes;
the adjusting screw rod penetrates through the connecting hole and the adjusting hole which are opposite.
Further, the method also comprises the following steps: the first adjusting nut is arranged at the top of the first screw rod and screwed on the adjusting screw rod, and the second adjusting nut is arranged at the bottom of the second cross rod and screwed on the adjusting screw rod; and screwing the first adjusting nut and the second adjusting nut to enable the main template to be attached to the post-cast strip.
Further, the method also comprises the following steps: and the plurality of supporting legs are arranged on the second cross rod and used for supporting the main template upwards in an inclined mode.
Further, the method also comprises the following steps: and the supporting base is close to the main template and is fixedly arranged on the second cross rod, and the end part of the supporting leg is fixedly connected with the supporting base.
Furthermore, the supporting base is fixedly connected with three supporting legs, and one side, far away from the supporting base, of each supporting leg is mutually far away from the main template for supporting.
Furthermore, the supporting base is provided with a plurality of second cross rods at intervals.
Further, the second rail further includes:
a plurality of second connecting rods and sleeve rods sleeved with the adjacent second connecting rods.
Further, set up the connecting hole on the second connecting rod, still include: the drilling hole corresponds to the connecting hole and is formed in the sleeve rod, and the drilling hole is fixedly connected with the connecting hole through a bolt.
Further, the first cross rod and the adjusting screw rod are made of steel.
Compared with the prior art, the utility model, following beneficial effect has:
support piece through setting up the reinforcement control that is in the top and being in the support piece of below, support piece support master template is firmly fixed in the bottom of floor and is accomplished the fixed to modular master template, and the preferred can also be through adjusting the reinforcement, makes the master template with laminating more between the floor to reach the effect that does not influence the engineering quality, the preferred, support piece is provided with a plurality ofly, and is a plurality of support piece can be better fixed master template.
Drawings
Fig. 1 is a bottom structure view of a mold hanging structure for a post-cast strip of the present invention.
Fig. 2 is a top structure view of the mould hanging structure for post-cast strip of the utility model.
Illustration of the drawings: 1. a floor slab; 2. a master template; 3. a loop bar; 4. a second cross bar; 5. supporting legs; 6. adjusting the screw rod; 7. a first cross bar.
Detailed Description
The invention will be further explained with reference to the drawings and the specific embodiments.
Referring to fig. 1 and 2, a formwork lifting structure for a post-cast strip is provided at a position of a floor slab near the post-cast strip, and the formwork lifting structure includes: a first cross bar 7 placed on the top surface of the floor slab; an adjusting screw 6 vertically mounted on the first cross bar 7; the position of the main template 2 is adjustable, the main template 2 is arranged on the adjusting screw 6, and the adjusting screw is adjusted to enable the main template 2 to be attached to the bottom surface of the post-cast strip.
In the present invention, a preferred embodiment is: the first cross rod 7 is fixed to the top of the floor slab 1, preferably, the first cross rod 7 is longer than the width of a gap of the post-cast strip, the first cross rod 7 is conveniently arranged on the top surface of the floor slab 1, the first cross rod 7 is connected with the second cross rod 4 below through the adjusting screw 6, and further, the adjusting screw 6 can be adjusted to enable the main formwork 2 below to be attached to the bottom surface of the floor slab 1.
Further, the method also comprises the following steps: the second cross rod 4 is fixedly connected with the adjusting screw rod 6 and arranged at the bottom end of the main template 2, a plurality of adjusting holes are arranged at intervals on the first cross rod 7, and a plurality of connecting holes are arranged at intervals on the second cross rod 4 and correspond to the adjusting holes; the adjusting screw 6 is arranged in the connecting hole and the adjusting hole in a penetrating mode.
In the present invention, a preferred embodiment is: the length of the first cross rod 7 is larger than the width of the post-cast strip, the first cross rod 7 is transversely arranged at the top of the post-cast strip, the second cross rod 4 below the first cross rod is fixed through the adjusting screw 6, the second cross rod 4 is fixedly connected with the supporting piece, the adjusting nut is screwed towards the direction of the floor slab 1 slowly, and the effect of fixing the main template 2 is achieved.
Further, the method also comprises the following steps: the first adjusting nut is arranged at the top of the first screw rod 7 and screwed on the adjusting screw rod 6, and the second adjusting nut is arranged at the bottom of the second cross rod 4 and screwed on the adjusting screw rod 6; and screwing the first adjusting nut and the second adjusting nut to enable the main template 2 to be attached to the post-cast strip. When the first adjusting nut is screwed towards the main template 2, the distance between the first cross rod 7 and the second cross rod 4 is reduced, so that the main template 2 is more attached to the post-pouring strip, and similarly, when the second adjusting nut is screwed towards the main template 2, the distance between the first cross rod 7 and the second cross rod 4 is reduced, so that the main template 2 is more attached to the post-pouring strip.
Further, the method also comprises the following steps: and the supporting legs are arranged on the second cross rod 4 and the main template 2 and are inclined to support the main template 2 upwards.
Further, the method also comprises the following steps: and the supporting bases are arranged on the supporting legs 5 and the second cross rods 4, and the end parts of the supporting legs are fixedly connected to the supporting bases.
In the present invention, a preferred embodiment is: three supporting legs 5 are opened completely, and support in the corner department of master template 2 forms triangular support structure, triangular support structure can provide stable holding power for master template 2, and because the support acts on around master template 2, can also effectually place the phenomenon of weeping or weeping, in the effect of reality, can adjust according to the demand the number of supporting legs 5.
Preferably, the support base is fixedly connected with the second cross rod 4 through bolts.
Further, the supporting base is provided with a plurality of supporting bases at intervals along the second cross rod 4.
Preferably, the support base and the support legs 5 are made of steel.
In the present invention, a preferred embodiment is: generally, because the area of post-cast strip structure is great, use singly the support frame can influence 2 holistic firmness and the stability of structure of master template, so through setting up more the support frame, can be better fixed master template 2, make master template 2 laminate in floor 1's ground, make things convenient for subsequent construction.
Further, the second cross bar 4 further includes: the second connecting rods are provided with the connecting holes; the sleeve rod 3 is sleeved on the adjacent second connecting rod; and the drill hole is arranged on the loop bar 3 and corresponds to the connecting hole, and the drill hole is fixedly connected with the connecting hole through a bolt.
Further, the first cross rod 7, the adjusting screw 6 and the second screw are made of steel.
The following explains the usage of the mold hanging structure for post-cast strip of the present invention.
The reinforcing member is fixed to the top of the floor slab 1, preferably, the first cross rod 7 is longer than the width of a gap of the post-cast strip, the first cross rod 7 is conveniently arranged on the top surface of the floor slab 1, the second cross rod 4 is connected with the supporting base, preferably, the second cross rod 4 is fixedly connected with the supporting base through bolts, adjusting nuts are arranged at two ends of each adjusting bolt, the first adjusting nuts are arranged at the upper ends of the first cross rods 7, the second adjusting nuts are arranged at the bottom ends of the second cross rods, and the first adjusting nuts or the second adjusting nuts above the main template are screwed according to field installation or adjustment requirements, so that the main template 2 is more attached to the bottom surface of the floor slab for plugging the post-cast strip structure, preferably, one side of the supporting legs close to the post-cast strip is far away from each other, and the supporting legs can better support the main template 2, and better stress balance is provided for the main template 2 due to the support in different directions of the supporting legs.
The present invention has been described in detail with reference to the embodiments shown in the drawings, and those skilled in the art can make various modifications to the present invention based on the above description. Therefore, certain details of the embodiments should not be construed as limitations of the invention, which is to be interpreted as broadly as the appended claims define the scope of the invention.

Claims (10)

1. The utility model provides a hang mould structure for post-cast strip sets up in the position that the floor is close to the post-cast strip, characterized by: the mould structure that hangs includes:
a first cross bar placed on the top surface of the floor slab;
the adjusting screw rod is vertically arranged on the first cross rod;
the position of the main template is adjusted along the adjusting screw rod, so that the main template is attached to the bottom surface of the post-cast strip.
2. The formwork hanging structure for the post-cast strip as claimed in claim 1, wherein: further comprising:
the second cross rod is fixedly connected with the adjusting screw rod and arranged at the bottom end of the main template, a plurality of adjusting holes are arranged at intervals on the first cross rod, and a plurality of connecting holes are arranged at intervals on the second cross rod and correspond to the adjusting holes;
the adjusting screw rod penetrates through the connecting hole and the adjusting hole which are opposite.
3. A mould lifting structure for a post-cast strip as claimed in claim 2, wherein: further comprising: the first adjusting nut is arranged at the top of the first cross rod and screwed on the adjusting screw rod, and the second adjusting nut is arranged at the bottom of the second cross rod and screwed on the adjusting screw rod;
and the second adjusting nut is screwed so that the second adjusting nut pushes the main template to move upwards and attach to the bottom surface of the post-cast strip.
4. A mould lifting structure for a post-cast strip as claimed in claim 2, wherein: further comprising: the supporting legs are obliquely arranged on the plurality of supporting legs of the second cross rod, and one ends, far away from the second cross rod, of the supporting legs abut against the bottom surface of the main template.
5. A formwork lifting structure for a post-cast strip as claimed in claim 4, wherein: further comprising: the main template is close to and fixedly arranged on the supporting base of the second cross rod, and the supporting legs are fixedly connected to the supporting base.
6. A formwork lifting structure for a post-cast strip as claimed in claim 5, wherein: the supporting base is fixedly connected with three supporting legs, and the end parts, far away from the supporting base, of the supporting legs are far away from each other and support the main template.
7. A formwork lifting structure for a post-cast strip as claimed in claim 5, wherein: the supporting base is provided with a plurality of supporting bases at intervals along the second cross rod.
8. A mould lifting structure for a post-cast strip as claimed in claim 2, wherein: the second rail further comprises:
the second connecting rods are provided with the connecting holes; and
the sleeve rod is sleeved on the two adjacent second connecting rods.
9. A formwork lifting structure for a post-cast strip as claimed in claim 8, wherein: further comprising: the drilling hole corresponds to the connecting hole and is formed in the sleeve rod, and the drilling hole is fixedly connected with the connecting hole through a bolt.
10. A suspended mould structure for a post-cast strip as claimed in claim 1, wherein: the first cross rod and the adjusting screw are made of steel.
CN202222068363.1U 2022-08-08 2022-08-08 A hang mould structure for post-cast strip Active CN218375198U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222068363.1U CN218375198U (en) 2022-08-08 2022-08-08 A hang mould structure for post-cast strip

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222068363.1U CN218375198U (en) 2022-08-08 2022-08-08 A hang mould structure for post-cast strip

Publications (1)

Publication Number Publication Date
CN218375198U true CN218375198U (en) 2023-01-24

Family

ID=84964744

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222068363.1U Active CN218375198U (en) 2022-08-08 2022-08-08 A hang mould structure for post-cast strip

Country Status (1)

Country Link
CN (1) CN218375198U (en)

Similar Documents

Publication Publication Date Title
US5839239A (en) Apparatus and method for building construction
CN110725597A (en) Construction platform erection structure and method for ring beam at top of concrete silo
CN107237437A (en) Combined type reinforced truss floor support plate and its construction method
CN218375198U (en) A hang mould structure for post-cast strip
CN214575722U (en) Constructional engineering support
CN207092331U (en) Combined type reinforced truss floor support plate
CN113802880A (en) Combined supporting structure for mounting large-span steel beam
CN211171643U (en) Pier top hanging rack
CN110005203B (en) Self-adaptive tool type inclined wall formwork supporting system and using method
CN116623939A (en) Tool type suspension steel template construction method
US20030074857A1 (en) System support assembly
CN202658883U (en) Space grid template supporting system
CN209924441U (en) Adjustable bracket of formwork support
CN220134817U (en) High-altitude air duct slide bar assembly for steel truss system building
CN219653936U (en) Outdoor comprehensive bridge connection structure
CN220599309U (en) Precast concrete beam side shelving bracket system
CN220725814U (en) Floor-free temporary support structure for floor support plate
CN213115437U (en) Wall-attached type operation platform module under overhanging roof
CN110593122A (en) Pier top hanging rack and construction method thereof
CN214090977U (en) Waterproof region falls board and hangs mould device
CN217401907U (en) Water supply and drainage pipeline protection device for construction of building municipal road
CN110847966B (en) Lower support-free adjustable suspended formwork construction method
CN218346883U (en) Super-large-span shear wall profile steel hidden beam non-jig support suspension type mounting device
CN210976654U (en) Novel connecting device for temporarily fixing prefabricated part
CN217924842U (en) Adjustable support-free truss for steel structure cast-in-place floor

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant