CN208586892U - Assembled steel skeleton template - Google Patents
Assembled steel skeleton template Download PDFInfo
- Publication number
- CN208586892U CN208586892U CN201820934949.2U CN201820934949U CN208586892U CN 208586892 U CN208586892 U CN 208586892U CN 201820934949 U CN201820934949 U CN 201820934949U CN 208586892 U CN208586892 U CN 208586892U
- Authority
- CN
- China
- Prior art keywords
- template
- cushion block
- nut
- sealing cushion
- type steel
- 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.)
- Withdrawn - After Issue
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides a kind of assembled steel skeleton template, including the C-type steel truss connected and composed by several C-type steels and horizontal reinforcement.Through-hole is equipped on two edge-on sides of the C-type steel, rivet nut is installed in the through-hole, it further include the Screw arbor with nut at both-ends and cover the sealing cushion block on Screw arbor with nut at both-ends that one end can screw in rivet nut, the sealing cushion block includes inside and outside two parts, interior sealing block portion is made of three sections of sleeves that outer diameter is gradually reduced from inside to outside and outermost one section upper with external screw thread, and outer waterstop pad block portion is divided into nut.The utility model realizes application of the detachable template in assembled architecture; and C-type steel truss is due to the design use of protective layer cushion block; C-type steel truss can replace the vertical reinforcement of all or part of concrete shear force wall, ensure that the quality of assembled in-situ concrete wall while reducing cost.
Description
Technical field
The utility model relates to a kind of wall form system of building, especially a kind of cast-in-place concrete shear wall
Template system.
Background technique
Applicant exempts from demoulding wall form system and conducts in-depth research, it was also proposed that some relevant patent applications.
Research and develop before it is some exempt from demoulding wall form system, C-type steel truss, can only be as exempting to tear open due to not having concrete cover
The skeleton of wall form plays support fixed function.Exempt from the cement fibrolite plate torn open to exempt from as inside wall or outside wall
Form removal, it is possible to because of unsticking, board wall be caused to separate.
Summary of the invention
The purpose of this utility model is to provide one kind to form protective layer to C-type steel truss, and thus C-type steel truss can
To substitute the vertical reinforcement in part or all of in-situ concrete wall, assembled can also be effectively ensured while reducing cost
The quality of in-situ concrete wall.
Purpose of the utility model is realized as follows: including being connected and composed by porous C steel truss and horizontal reinforcement
Steel skeleton is equipped with through-hole on two edge-on sides of the porous C steel truss, installs rivet nut in the through-hole, further include
The Screw arbor with nut at both-ends and cover the sealing cushion block on Screw arbor with nut at both-ends that one end can screw in rivet nut, the sealing cushion block include interior
Outer two parts, interior sealing block portion by three sections from inside to outside, the sleeve that is gradually reduced of outer diameter constitute, and one section of outermost upper band
There is external screw thread, outer waterstop pad block portion is divided into nut.
The utility model can also include:
1. the outer surface of most interior one section of sealing cushion block is in a circular table shape in.
2. the side of porous C steel truss is also connected with vertical reinforcement, the density of vertical reinforcement is close lower than horizontal reinforcement
Degree.
3. inner template and exterior sheathing is respectively set in the inside and outside of C-type steel truss, it is distributed with and runs through in inner template and exterior sheathing
The interlude in hole, interior sealing cushion block is through in through hole, and outer sealing cushion block is screwed on outermost one section of interior sealing cushion block, in internal model
The reinforcement flitch and steel pipe of arranged crosswise are set outside plate and exterior sheathing, incited somebody to action in the other end of Screw arbor with nut at both-ends by template locked component
Inner template or exterior sheathing are fixed on C-type steel truss.
Porous C steel truss is transformed in the utility model, cooperates the Screw arbor with nut at both-ends that can be dismantled repeatedly and external member.It will
The construction technology upgrading of exterior sheathing, not only makes the wall quality of cast-in-place concrete more stable, realizes removable in conventional wall body
Application of the template in assembled architecture is unloaded, and C-type steel truss, due to the design use of protective layer cushion block, C-type steel truss can
Instead of all or part of concrete shear force wall vertical reinforcement, assembled cast-in-place concrete wall ensure that while reducing cost
The quality of body.
Detailed description of the invention
Fig. 1 is the assembling schematic diagram (not including vertical reinforcement) of C-type steel truss and rivet nut.
Fig. 2 is the cross-sectional view of Fig. 1.
Fig. 3 is the assembling schematic diagram (including vertical reinforcement) of C-type steel truss and rivet nut.
Fig. 4 is general structure schematic diagram.
Fig. 5 is the cross-sectional view of Fig. 4.
Fig. 6 is the structural schematic diagram for the concrete shear force wall to be formed.
Specific embodiment
It illustrates with reference to the accompanying drawing and the utility model is further described.
Fig. 1-Fig. 2 is first combined, C-type steel truss is formed by welding by porous C fashioned iron 1 and horizontal reinforcement 2, porous C fashioned iron is complete
Instead of vertical reinforcement, it wherein is equipped with through-hole on the edge-on side of the two of porous C fashioned iron, rivet nut 3 is installed in through-holes.It ties again
Close Fig. 4-Fig. 5, further include Screw arbor with nut at both-ends 20 and sealing cushion block, sealing cushion block includes inside and outside two parts, interior sealing block portion 4 by
Three sections of sleeves that outer diameter is gradually reduced from inside to outside are constituted and outermost one section upper with external screw thread, and outer sealing block portion 5 is
One end of nut, Screw arbor with nut at both-ends screws in rivet nut, and outer sealing block portion covers on Screw arbor with nut at both-ends, inner template 6 and external mold
Through hole is distributed on plate 7, inner template and exterior sheathing are respectively arranged at the two sides of C-type steel truss, the interlude of interior sealing cushion block
It is through in the through hole in template, outer sealing cushion block is screwed on outermost one section of the screw thread of interior sealing cushion block, in inner template and outside
Arranged crosswise is set outside template and reinforces flitch 8 and steel pipe 9, passes through template locked component 10 for internal model in the other end of Screw arbor with nut at both-ends
Plate or exterior sheathing are fixed on C-type steel truss.
In conjunction with Fig. 6, the outer surface of interior sealing block portion is in three sections of stepped constructions in the utility model, and most interior one section makes
It obtains and reserves certain spacing between template and C-type steel truss, form main supporting course among C-type steel truss after casting concrete
12, it is formed and main supporting course integral external protection 14 and inner protective layer 13 in C-type steel truss two sides.
On the basis of the above embodiment, the utility model can have following improvement project:
1. the outer surface of most interior one section of interior sealing cushion block is in a circular table shape.It is more convenient for interior sealing cushion block in this way from mixed
It is detached from solidifying protective soil layer.Thermal insulation mortar 15 is filled in the groove after being detached from concrete cover in sealing cushion block.
2. combine Fig. 3, it is connected with vertical steel on porous C fashioned iron, 11, the density of vertical reinforcement is close lower than horizontal reinforcement
Degree, porous C fashioned iron replace part vertical reinforcement.
The preparation process of the utility model are as follows:
(1) it is punched on the stile of porous C fashioned iron two sides according to template installation requirement.
(2) rivet nut is installed in porous C fashioned iron punch position.
(3) with porous C fashioned iron according to the shape for being related to requiring to be assembled into the wall body constructions such as straight panel, right angle, T-type, by structure
It calculates and requires to weld concrete wall horizontal reinforcement in porous C steel truss outer ledge, by Structure Calculation demand in c-type truss
Between arrange vertical reinforcement.
(4) wall inner and outer template is pressed corresponding porous C steel truss stile position of opening and is punched, installation template sealing cushion block,
It can prevent concrete mortar leakage from playing the role of protective layer cushion block again.
(5) Screw arbor with nut at both-ends is passed through the sealing cushion block in template by inner and outer template and the device to hole bit combination of C-type steel truss bars net
Hole is screwed into the rivet nut on C-type steel truss.Last installation template fixed flitch, steel pipe, lock steel with suite of tools
Pipe
(6) after combining lifting, the casting concrete in cavity.
(7) steel pipe and attachment fastener are finally removed, screw rod is unloaded, removes template, clog thermal insulation mortar in metope hole.
Claims (5)
1. a kind of assembled steel skeleton template, including the C-type steel truss connected and composed by several C-type steels and horizontal reinforcement,
It is characterized in: is equipped with through-hole on two edge-on sides of the C-type steel, rivet nut is installed in the through-hole, further include that one end can
Screw in rivet nut in Screw arbor with nut at both-ends and cover the sealing cushion block on Screw arbor with nut at both-ends, the sealing cushion block includes inside and outside two
Point, interior sealing block portion is made of three sections of sleeves that outer diameter is gradually reduced from inside to outside and outermost one section is upper with outer spiral shell
Line, outer waterstop pad block portion are divided into nut.
2. assembled steel skeleton template according to claim 1, it is characterized in that: most interior one's section of interior sealing cushion block is outer
Surface is in a circular table shape.
3. assembled steel skeleton template according to claim 1 or 2, it is characterized in that: being equipped with vertical steel between several C-type steels
Muscle, the density of vertical reinforcement are lower than the density of horizontal reinforcement.
4. assembled steel skeleton template according to claim 1 or 2, it is characterized in that: the inside and outside of C-type steel truss is respectively set
Through hole is distributed on inner template and exterior sheathing, inner template and exterior sheathing, the interlude of interior sealing cushion block is through in through hole, outside
Sealing cushion block is screwed on outermost one section of interior sealing cushion block, be arranged outside inner template and exterior sheathing arranged crosswise reinforcement flitch and
Inner template or exterior sheathing are fixed on C-type steel truss in the other end of screw rod by template locked component by square steel pipe.
5. assembled steel skeleton template according to claim 3, it is characterized in that: C-type steel truss it is inside and outside be respectively set in
Through hole is distributed on template and exterior sheathing, inner template and exterior sheathing, the interlude of interior sealing cushion block is through in through hole, outer to stop
Water cushion block is screwed on outermost one section of interior sealing cushion block, and reinforcement flitch and the side of arranged crosswise are arranged outside inner template and exterior sheathing
Inner template or exterior sheathing are fixed on C-type steel truss in the other end of Screw arbor with nut at both-ends by template locked component by shape steel tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820934949.2U CN208586892U (en) | 2018-06-16 | 2018-06-16 | Assembled steel skeleton template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820934949.2U CN208586892U (en) | 2018-06-16 | 2018-06-16 | Assembled steel skeleton template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208586892U true CN208586892U (en) | 2019-03-08 |
Family
ID=65536513
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820934949.2U Withdrawn - After Issue CN208586892U (en) | 2018-06-16 | 2018-06-16 | Assembled steel skeleton template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208586892U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590166A (en) * | 2018-06-16 | 2018-09-28 | 哈尔滨鸿盛建筑材料制造股份有限公司 | Assembled steel skeleton template system |
| CN109972773A (en) * | 2019-03-30 | 2019-07-05 | 山东汇源杭萧钢构有限公司 | A kind of assembled architecture connection component |
| CN111088985A (en) * | 2020-01-13 | 2020-05-01 | 河南工程学院 | Roadway supporting device for coal mine underground operation |
-
2018
- 2018-06-16 CN CN201820934949.2U patent/CN208586892U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590166A (en) * | 2018-06-16 | 2018-09-28 | 哈尔滨鸿盛建筑材料制造股份有限公司 | Assembled steel skeleton template system |
| CN109972773A (en) * | 2019-03-30 | 2019-07-05 | 山东汇源杭萧钢构有限公司 | A kind of assembled architecture connection component |
| CN111088985A (en) * | 2020-01-13 | 2020-05-01 | 河南工程学院 | Roadway supporting device for coal mine underground operation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20190308 Effective date of abandoning: 20190806 |