CN2893055Y

CN2893055Y - Super high wall body three-section form

Info

Publication number: CN2893055Y
Application number: CN 200620200520
Authority: CN
Inventors: 曲春珑; 蔡鹏程; 朱海晨; 宋红; 赵欣; 杨素珍
Original assignee: No1 Building Engineering Building Co Ltd Beijing Building Engineering Group
Current assignee: No1 Building Engineering Building Co Ltd Beijing Building Engineering Group
Priority date: 2006-06-14
Filing date: 2006-06-14
Publication date: 2007-04-25
Anticipated expiration: 2016-06-14

Abstract

A superelevation wall trinodal template which is spliced with a long trinodel wall template, two short trinodel wall templates by a bolt; wherein the long wall template is positioned between the two short wall templates, and the upper and lower rim of each trinodel wall template is fixed with a connection flange, wherein the connection flange is provided with a bolt hole. The utility model adopts the alternating connection and dismantlement way to regard the lower trinodel wall template and the wall as the support reinforcement system of the upper layer wall. Relying on the two binding force, the utility model is no need to add additional sloping support to fix after the first concrete pouring. Furthermore, the utility model has the advantages of that the splice is convenient so as to save template support materials, simplify the process, shorten the construction period and accelerate the construction speed, therefore evidently reducing the template support and remove times and evidently making the reduction gradually increase along with the reinforcing steel bar and concrete construction; besides, the wall surface is of good planeness and free of obvious stubbles and slab staggering and grouting leakage in particular, thus can effectively ensure the concrete quality to the superelevation wall and is easier to popularize.

Description

Superelevation body of wall three-section type template

(1) technical field

The utility model relates to the template that a kind of construction of buildings body of wall is used.

(2) background technology

Along with the development of society, in order to satisfy human aesthetic needs, the moulding of building is more and more unique, and surface quality requires more and more higher.The superelevation reinforced concrete wall occurs in construction work repeatedly, brings a lot of difficult problems to building operations.The superelevation reinforced concrete wall is in concreting process, and template construct, support be a big difficult point of construction often, does not see rational stencil design and support system for many years.The construction mould of existing ultra-high concrete body of wall is a single-unit ordinary concrete mould, need adopt successively formwork, cast, form removal, the to-and-fro method of formwork, cast, form removal successively again, all need establish diagonal brace for every layer and fix, complex process, diagonal brace formwork, form removal often, speed of application is slow, the cycle is long, easy spillage between each layer, body of wall has and obviously connects stubble, even faulting of slab ends occurs, has a strong impact on the concrete quality of superelevation body of wall.

(3) utility model content

The purpose of this utility model provides a kind of superelevation body of wall three-section type template, mainly solves the problem of simplifying the support of superelevation wall form, form removal technology, solves the technical problem that existing superelevation wall construction speed is slow, the cycle long, surface quality is difficult for assurance.

The purpose of this utility model is achieved in that this superelevation body of wall three-section type template, comprise panel, gusset, back cord and diagonal brace, it is characterized in that: be spliced with bolt combination by unexpected misfortune three joint wall forms, wherein the long wall form of a joint is between the short wall form of two joints, the last lower limb of every joint wall form is fixed with adpting flange, is distributed with bolt hole on the adpting flange.

Above-mentioned adpting flange is angle steel or channel-section steel.

Above-mentioned wall form is steel form or glass steel formwork.

Above-mentioned wall form middle part is provided with the through-wall bolt hole, penetrates body of wall by through-wall bolt the both sides wall form is fixed.

The utility model is compared the beneficial effect that has with existing conventional art: the utility model employing three joint assembling wall forms alternately are connected, the dismounting mode, lower punch segment wall form and body of wall are as the bracing reinforcement system of upper walls mould, by the two adhesion, just do not need to establish diagonal brace in addition in the first time behind the fluid concrete and fix.The splicing of the utility model formwork is convenient, saves a mold materials, simplifies technology, the reduction of erection time, accelerate speed of application, and significantly reduce superelevation wall form formwork, form removal number of times, and can progressively rise with reinforcing bar, Concrete Construction.The surface of wall planeness is good, does not obviously connect stubble, does not more have faulting of slab ends and spillage, can effectively guarantee the concrete quality of superelevation body of wall, is easy to promote.

(4) description of drawings

Fig. 1 is the structural representation of the utility model superelevation body of wall three-section type template.

Fig. 2 is a schematic diagram of using construction sequence of the present utility model (1);

Fig. 3 is a schematic diagram of using construction sequence of the present utility model (2);

Fig. 4 is a schematic diagram of using construction sequence of the present utility model (3);

Fig. 5 is a schematic diagram of using construction sequence of the present utility model (4);

Fig. 6 is a schematic diagram of using construction sequence of the present utility model (5);

Fig. 7 is a schematic diagram of using construction sequence of the present utility model (6).

(5) specific embodiment

Embodiment is referring to Fig. 1: this superelevation body of wall three-section type template, the material of wall form can select steel form or glass steel formwork all can, be spliced with bolt combination by unexpected misfortune three joint wall forms, wherein the long wall form 2 of a joint is at the short wall form 3 of last joint with down between the short wall form 1 of joint, every joint wall form comprises panel 5, gusset 6, back cord 7 and diagonal brace, the last lower limb of every joint wall form is fixed with adpting flange 9, is distributed with bolt hole 10 on the adpting flange.Above-mentioned adpting flange 9 can be selected angle steel or channel-section steel.

In case of necessity, for strengthening formwork rigidity, guarantee the wall leveling degree, above-mentioned wall form middle part can be provided with the through-wall bolt hole, penetrates body of wall by through-wall bolt 11 the both sides wall form is fixed, and controls thickness of wall body with through-wall bolt.

It is as follows to use construction sequence of the present utility model:

Step (1) is referring to Fig. 2, and the construction first time is connected long wall form 2 earlier with the short wall form 1 of following joint, and template is carried out the template support as a whole.

Step (2) behind the good diagonal brace 8, is carried out concreting 4 referring to Fig. 3.

Step (3), after concrete strength meets the demands is removed long wall form 2 referring to Fig. 4, retains the short wall form 1 of joint.

Step (4) is referring to Fig. 5, on the short wall form 1 of joint down by the long wall form 2 of bolt splicing with on joint weak point wall form 3.

Step (5) is carried out concreting again referring to Fig. 6.

Step (6) will descend short wall form 1 of joint and long wall form 2 to remove referring to Fig. 7 again, and the short wall form 3 of joint is waited until the splicing of next section template in the reservation.And the rest may be inferred, finishes the superelevation wall form and support.

Claims

1. superelevation body of wall three-section type template, comprise panel, gusset, back cord and diagonal brace, it is characterized in that: be spliced with bolt combination by unexpected misfortune three joint wall forms, wherein the long wall form of a joint is between the short wall form of two joints, the last lower limb of every joint wall form is fixed with adpting flange, is distributed with bolt hole on the adpting flange.

2. superelevation body of wall three-section type template according to claim 1, it is characterized in that: described adpting flange is angle steel or channel-section steel.

3. superelevation body of wall three-section type template according to claim 1 and 2, it is characterized in that: described wall form is steel form or glass steel formwork.

4. superelevation body of wall three-section type template according to claim 1 is characterized in that: described wall form middle part is provided with the through-wall bolt hole, penetrates body of wall by through-wall bolt the both sides wall form is fixed.